ORIGINAL_ARTICLE
Nonlocal Vibration of Y-SWCNT Conveying Fluid Considering a General Nonlocal Elastic Medium
In this paper, a nonlocal foundation model is proposed to analyze the vibration and instability of a Y-shaped single-walled carbon nanotube (Y-SWCNT) conveying fluid. In order to achieve more accurate results, fourth order beam theory is utilized to obtain strain-displacement relations. For the first time, a nonlocal model is presented based on nonlocal elasticity and the effects of nonlocal forces from adjacent and non-adjacent elements on deflection are considered. The Eringen’s theory is utilized due to its capability to consider the size effect. Based on Hamilton’s principle, motion equations as well as boundary conditions are derived and solved by means of hybrid analytical-numerical method. It is believed that the presented general foundation model offers an exact and effective new approach to investigate vibration characteristics of this kind of structures embedded in an elastic medium. The results of this investigation may provide a useful reference in controlling systems in nano-scale.
http://jsm.iau-arak.ac.ir/article_523170_94e22c1a203fa0c468f8cb90d913e77e.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
232
246
Y-SWCNT
Nonlocal foundation model
Nonlocal elasticity theory
Fourth order beam theory
Hamilton’s principle
A.H
Ghobanpour Arani
true
1
School of Mechanical Engineering, College of Engineering, University of Tehran, Tehran, Iran
School of Mechanical Engineering, College of Engineering, University of Tehran, Tehran, Iran
School of Mechanical Engineering, College of Engineering, University of Tehran, Tehran, Iran
AUTHOR
A
Rastgoo
true
2
School of Mechanical Engineering, College of Engineering, University of Tehran, Tehran, Iran
School of Mechanical Engineering, College of Engineering, University of Tehran, Tehran, Iran
School of Mechanical Engineering, College of Engineering, University of Tehran, Tehran, Iran
AUTHOR
A
Ghorbanpour Arani
aghorban@kashanu.ac.ir
true
3
Faculty of Mechanical Engineering, University of Kashan, Kashan, Iran--
Institute of Nanoscience& Nanotechnology, University of Kashan, Kashan, Iran
Faculty of Mechanical Engineering, University of Kashan, Kashan, Iran--
Institute of Nanoscience& Nanotechnology, University of Kashan, Kashan, Iran
Faculty of Mechanical Engineering, University of Kashan, Kashan, Iran--
Institute of Nanoscience& Nanotechnology, University of Kashan, Kashan, Iran
LEAD_AUTHOR
M. Sh.
Zarei
true
4
Faculty of Mechanical Engineering, University of Kashan, Kashan, Iran
Faculty of Mechanical Engineering, University of Kashan, Kashan, Iran
Faculty of Mechanical Engineering, University of Kashan, Kashan, Iran
AUTHOR
[1] Terrones M., Banhart F., Grobert N., Charlier J.C., Terrones H., Ajayan P., 2002, Molecular junctions by joining single-walled carbon nanotubes, Physical Review Letters 89: 075505.
1
[2] Andriotis A., Menon M., Srivastava D., Chernozatonskii L., 2001, Rectification properties of carbon nanotube Y-junctions, Physical Review Letters 87: 066802.
2
[3] Papadopoulos C., Rakitin A, Li J., Vedeneev A., Xu J., 2000, Electronic transport in Y-junction carbon nanotubes, Physical Review Letters 85(16): 3476.
3
[4] Bandaru P., Daraio C., Jin S., Rao A., 2005, Novel electrical switching behaviour and logic in carbon nanotube Y-junctions, Nature Materials 4: 663-668.
4
[5] Sattler K. D., 2010, Handbook of Nanophysics: Nanotubes and Nanowires, CRC press.
5
[6] Biró L. P., Horváth Z. E., Márk G. I., Osváth Z., A.A. Koós , Benito A. M., Maser W., Lambin P., 2004, Carbon nanotube Y- junctions: growth and properties, Diamond and Related Materials 13: 241-249.
6
[7] Choi Y. C.,Choi W., 2005, Synthesis of Y-junction single-wall carbon nanotubes, Carbon 43: 2737-2741.
7
[8] Park J. H., Sinnott S. B., Aluru N. R., 2006, Ion separation using a Y-junction carbon nanotube, Nanotechnology 17: 895-900.
8
[9] Zhang J., Lu J., Xia Q., 2007, Research on the valveless piezoelectric pump with Y-shape pipes, Frontiers of Mechanical Engineering in China 2: 144-151.
9
[10] Filiz S., Aydogdu M., 2010, Axial vibration of carbon nanotube heterojunctions using nonlocal elasticity, Computational Materials Science 49: 619-627.
10
[11] Avramidis I. E., Morfidis K., 2006, Bending of beams on three-parameter elastic foundation, International Journal of Solids and Structures 43: 357-375.
11
[12] Challamel N., Meftah S. A., Bernard F., 2010, Buckling of elastic beams on nonlocal foundation: a revisiting of reissner model, Mechanics Research Communications 37: 472-475.
12
[13] Failla G., Santini A., Zingales M., 2012, A nonlocal two-dimensional foundation model, Archive of Applied Mechanics 83: 253-272.
13
[14] Shen H. S., 2011, A novel technique for nonlinear analysis of beams on two-parameter elastic foundations, International Journal of Structural Stability and Dynamics 11: 999-1014.
14
[15] Ghorbanpour Arani A., Shajari A. R., Amir S., Loghman A., 2012, Electro-thermo-mechanical nonlinear nonlocal vibration and instability of embedded micro-tube reinforced by BNNT, conveying fluid, Physica E: Low-Dimensional Systems and Nanostructures 45: 109-121.
15
[16] Besseghier A., Tounsi A., Houari M. S. A., Benzair A., Boumia L., Heireche H., 2011, Thermal effect on wave propagation in double-walled carbon nanotubes embedded in a polymer matrix using nonlocal elasticity, Physica E: Low-Dimensional Systems and Nanostructures 43: 1379-1386.
16
[17] Ghorbanpour Arani A., Roudbari M. A., 2014, Surface stress, initial stress and knudsen-dependent flow velocity effects on the electro-thermo nonlocal wave propagation of SWBNNTs, Physica B: Condensed Matter 452: 159-165.
17
[18] Ghorbanpour Arani A., Zarei M. S., Amir S., Khoddami Maraghi Z., 2013, Nonlinear nonlocal vibration of embedded DWCNT conveying fluid using shell model, Physica B: Condensed Matter 410: 188-196.
18
[19] Pak C. H., Hong S.C. S., Yun Y. S. Y., 1991, On the vibrations of three-dimensional angled piping systems conveying fluid, KSME Journal 5: 86-92.
19
[20] Eringen A. C., 2002, Nonlocal Continuum Field Theories, Springer.
20
[21] Kaviani F., Mirdamadi H.R., 2012, Influence of knudsen number on fluid viscosity for analysis of divergence in fluid conveying nano-tubes, Computational Materials Science 61: 270-277.
21
[22] Khodami Maraghi Z.,Ghorbanpour Arani A., Kolahchi R., Amir S., Bagheri M. R., 2013, Nonlocal vibration and instability of embedded DWBNNT conveying viscose fluid, Composites Part B: Engineering 45: 423-432.
22
[23] Gregory R.W., Paidoussis M. P., 1966, Unstable oscillation of tubular cantilevers conveying fluid.I.theoy, Proceedings of the Royal Society of London, Series A, Mathematical and Physical Sciences 293: 512-527.
23
[24] Zhen Y., Fang B., 2010, Thermal-mechanical and nonlocal elastic vibration of single-walled carbon nanotubes conveying fluid, Computational Materials Science 49: 276-282.
24
ORIGINAL_ARTICLE
Dynamics Analysis of the Steady and Transient States of a Nonlinear Piezoelectric Beam by a Finite Element Method
This paper presents a finite element formulation for the dynamics analysis of the steady and transient states of a nonlinear piezoelectric beam. A piezoelectric beam with damping is studied under harmonic excitation. A numerical method is used for this analysis. In the paper, the central difference formula of four order is used and compared with the central difference formula of two order in the time response of the structure. The NPBDA program is developed with Matlab software. In this program, the Newmark technique for dynamic analysis is used, the Newton-Raphson iterative and Simpson methods are used for the nonlinear solution. To verify the NPBDA results, the experimental results of Malatkar are used for the nonlinear vibration analysis of a beam without piezoelectric properties. Then, the piezoelectric effect on the frequency mode values and the time response are obtained. Afterwards, the modulation frequency in the nonlinear beam and the piezoelectric effect in this parameter are verified.
http://jsm.iau-arak.ac.ir/article_523171_9063616bd94c21eebfa4debddf26fc0b.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
247
261
Piezoelectric beam
Nonlinear function
Dynamic Behavior
Transient
Steady state
Finite Element
M
Jabbari
true
1
Mechanical Engineering Department , Isfahan University of Technology
Mechanical Engineering Department , Isfahan University of Technology
Mechanical Engineering Department , Isfahan University of Technology
AUTHOR
M
Ghayour
ghayour@cc.iut.ac.ir
true
2
Mechanical Engineering Department , Isfahan University of Technology
Mechanical Engineering Department , Isfahan University of Technology
Mechanical Engineering Department , Isfahan University of Technology
LEAD_AUTHOR
H.R
Mirdamadi
true
3
Mechanical Engineering Department , Isfahan University of Technology
Mechanical Engineering Department , Isfahan University of Technology
Mechanical Engineering Department , Isfahan University of Technology
AUTHOR
[1] Ha S.K., Keilers C., Chang F.K., 1992, Finite element analysis of composite structures containing distributed piezoceramic sensors and actuators, American Institute of Aeronautics and Astronautics 30:780-772.
1
[2] Crawley E.F., Lazarus K.B., 1991, Induced strain actuation of isotropic and anisotropic plates, American Institute of Aeronautics and Astronautics 29: 951-944.
2
[3] Rao S.S., Sunar M., 1993, analysis of distributed thermo piezoelectric sensors and actuators in advanced intelligent structures, American Institute of Aeronautics and Astronautics 31:1286-1280.
3
[4] Mindlin R.D., 1974, Equations of high frequency vibrations of thermo piezoelectric crystal plates, International Journal of Solids Structure 10:637-625.
4
[5] Moetakef M.A., Lawrence K.L., Joshi S.P., Shiakolas P.S., 1995, Closed-Form expressions for higher order electro elastic tetrahedral elements, American Institute of Aeronautics and Astronautics 33:142-136.
5
[6] Moetakef M.A., Joshi S.P., Lawrence K.L., 1996, Elastic wave generation by piezoceramic patches, American Institute of Aeronautics and Astronautics 34:2117-2110.
6
[7] Suleman A., Goncalves M.A., 1995, Optimization issues in application of piezoelectric actuators in panel flutter control, IDMEC-Instituto Superior Tecnico, Departamento de Engenharia Mecanica 1096 Codex.
7
[8] Suleman A., Venkayya V.B., 1995, Flutter control of an adaptive laminated composite panel with piezoelectric layers, IDMEC-Instituto Superior Tecnico, Departamento de Engenharia Mecanica 1096 Codex.
8
[9] Zemcik R., Roifes R., Rose M., Tessmer J., 2007, High performance four-node shell element with piezoelectric coupling for the analysis of smart laminated structures, International Journal for Numerical Methods in Engineering 70:961-934.
9
[10] Lazarus A., Thomas O., Deu J.F., 2012, Finite element reduced order models for nonlinear vibration of piezoelectric layered beams with applications to NEMS, Finite Elements in Analysis and Design 49:51-35.
10
[11] Ghayour M., Jabbari M., 2013, The effect of support and concentrated mass on the performance of piezoelectric beam actuator and frequencies, 3rd International Conference on Acoustic and Viberation ( ISAV2013).
11
[12] Kogl M., Bucalem M.L., 2005, Analysis of smart laminates using piezoelectric MITC plate and shell elements, Computers and Structures 83:1163-1153.
12
[13] Piefort V., Preumont A., 2000, Finite element modeling of smart piezoelectric shell structures, 5th National Congress on Theoretical and Applied Mechanics.
13
[14] Delgado I., 2007, Nonlinear vibration of a cantilever beam, M.S in Mechanical Engineering.
14
[15] Malatkar P., 2003, Nonlinear vibrations of cantilever beams and plates, Ph.D. thesis, Virginia Polytechnic Institute and State University.
15
[16] Borse G.J., 1997, Numerical Methods with Matlab, PWS-Kent, Boston.
16
[17] Sebald G., Kuwano H., Guyomar D., 2011, Experimental duffing oscillator for broadband piezoelectric energy harvesting, Smart Materials and Structures 20: 1-10.
17
[18] Erturk A., Inman D.J., 2011, Broadband piezoelectric power generation on high-energy orbits of the bistable Duffing oscillator with electromechanical coupling, Journal of Sound and Vibration 330: 2339-2353.
18
[19] Friswell1 M.I., Faruque S.A., Bilgen O., Adhikari S., Lees A.W., Litak G., 2012, Non-linear piezoelectric vibration energy harvesting from a vertical cantilever beam with tip mass, Journal of Intelligent Material Systems and Structures 23(13): 1505-1521.
19
[20] Bendigeri C., Tomar R., Basavaraju S., Arasukumar K., 2011, Detailed formulation and programming method for piezoelectric finite element, International Journal of Pure and Applied Sciences and Technology 7(1): 1-21.
20
[21] Cook R.D., 1995, Finite Element Analysis for Stress Analysis, John Wiley & Sons, New York.
21
[22] Clough R.W., Penzien J., 1975, Dynamics of Structures, John Wiley and Sons, NewYork.
22
ORIGINAL_ARTICLE
The Effect of Elastic Foundations on the Buckling Behavior of Functionally Graded Carbon Nanotube-Reinforced Composite Plates in Thermal Environments Using a Meshfree Method
The buckling behavior of functionally graded carbon nanotube-reinforced composite (FG-CNTRC) plates resting on Winkler-Pasternak elastic foundations under in-plane loads for various temperatures is investigated using element-free Galerkin (EFG) method based on first-order shear deformation theory (FSDT). The modified shear correction factor is used based on energy equivalence principle. Carbon nanotubes (CNTs) are embedded in polymer matrix and distributed in four types of arrangements. The temperature-dependent material properties of an FG-CNTRC plate are assumed to be graded along the thickness direction of the plate and estimated through a micromechanical model based on the extended rule of mixture. Full transformation approach is employed to enforce essential boundary conditions. The modified shear correction factor is utilized based on energy equivalence principle involving the actual non-uniform shear stress distribution through the thickness of the FG-CNTRC plate. The accuracy and convergency of the EFG method is established by comparing the obtained results with available literature. Moreover, the effects of elastic foundation parameters are investigated for various boundary conditions, temperatures, plate width-to-thickness and aspect ratios, and CNT distributions and volume fractions. Detailed parametric studies demonstrate that the elastic foundation parameters, CNT distributions along the thickness direction of the plate and the temperature change have noticeable effects on buckling behavior of carbon nanotube-reinforced composite (CNTRC) plates.
http://jsm.iau-arak.ac.ir/article_523180_010227a6e679ecafbb486ccb472e1746.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
262
279
Buckling
Composite plate
Carbon nanotubes
Elastic foundation
Meshfree method
First-order shear deformation theory
Sh
Shams
true
1
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
AUTHOR
B
Soltani
bsoltani@kashanu.ac.ir
true
2
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
LEAD_AUTHOR
M
Memar Ardestani
true
3
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
AUTHOR
[1] Alibeigloo A., Liew K. M., 2013, Thermoelastic analysis of functionally graded carbon nanotube-reinforced composite plate using theory of elasticity, Composite Structures 106: 873-881.
1
[2] Belytschko T., Lu Y. Y., Gu L., 1994, Element-free Galerkin methods, International Journal of Numerical Methods in Engineering 37: 229-256.
2
[3] Bonnet P., Sireude D., Garnier B., Chauvet O., 2007, Thermal properties and percolation in carbon nanotube–polymer composites, Journal of Applied Physics 91: 2019-2030.
3
[4] Chen J., Chunhui P., Wu C., Liu W., 1996, Reproducing kernel particle method for large deformation of nonlinear structures, Computer Methods in Applied Mechanics and Engineering 139:195-227.
4
[5] Esawi A. M., Farag M. M., 2007, Carbon nanotube reinforced composites: potential and current challenges, Materials & Design 28: 2394-2401.
5
[6] Fidelus J. D., Wiesel E., Gojny F. H., Schulte K., Wagner H. D., 2005, Thermo-mechanical properties of randomly oriented carbon/epoxy nanocomposites, Composites Part A 36:1555-1561.
6
[7] Han J. B., Liew K. M., 1997, Numerical differential quadrature method for Reissner/Mindlin plates on two-parameter foundations, International Journal of Mechanical Sciences 39(9): 977-989.
7
[8] Han Y., Elliott J., 2007, Molecular dynamics simulations of the elastic properties of polymer/carbon nanotube composites, Computational Materials Science 39: 319-323.
8
[9] Hu N., Fukunaga H., Lu C., Kameyama M., Yan B., 2005, Prediction of elastic properties of carbon nanotube reinforced composites, Proceeding Royal Society of London A 461: 1685-1710.
9
[10] Huang Z. Y., Lü C. F., Chen W. Q., 2008, Benchmark solutions for functionally graded thick plates resting on Winkler–Pasternak elastic foundations, Composite Structures 85(2): 95-104.
10
[11] Valter B., Ram M.K., Nicolini C., 2002, Synthesis of multiwalled carbon nanotubes and poly (o-anisidine) nanocomposite material: Fabrication and characterization of its Langmuir-Schaefer films, Langmuir 18(5):1535-1541.
11
[12] Jafari Mehrabadi S., Sobhani Aragh B., Khoshkhahesh V., Taherpour A., 2012, Mechanical buckling of nanocomposite rectangular plate reinforced by aligned and straight single-walled carbon nanotubes, Composites Part B-Engineering 43(4): 2031-2040.
12
[13] Malekzadeh P., Shojaee M., 2013, Buckling analysis of quadrilateral laminated plates with carbon nanotubes reinforced composite layers, Thin-Walled Structures 71: 108-118.
13
[14] Shen H. S., 2009, Nonlinear bending of functionally graded carbon nanotube-reinforced composite plates in thermal environments, Composite Structures 91(1): 9-19.
14
[15] Zhu P., Lei Z. X., Liew K. M., 2012, Static and free vibration analyses of carbon nanotube-reinforced composite plates using finite element method with first order shear deformation plate theory, Composite Structures 94(4): 1450-1460.
15
[16] Sobhani Aragh B., Nasrollah Barati A.H., Hedayati H., 2012, Eshelby–Mori–Tanaka approach for vibrational behavior of continuously graded carbon nanotube-reinforced cylindrical panels, Composites Part B-Engineering 43(4): 1943-1954.
16
[17] Alibeigloo A., Liew K.M., 2013, Thermoelastic analysis of functionally graded carbon nanotube-reinforced composite plate using theory of elasticity, Composite Structures 106: 873-881.
17
[18] Moradi-Dastjerdi R., Foroutan M., Pourasghar A., Sotoudeh-Bahreini R., 2013, Static analysis of functionally graded carbon nanotube-reinforced composite cylinders by a mesh-free method, Journal of Reinforced Plastic and Composites 32(9): 593-601.
18
[19] Lei Z. X., Liew K. M., Yu J. L., 2013, Large deflection analysis of functionally graded carbon nanotube-reinforced composite plates by the element-free kp-Ritz method, Computational Methods in Applied Mechanics and Engineering 256: 189-199.
19
[20] Lei X. Z., Liew K. M., Yu J. L., 2013, Buckling analysis of functionally graded carbon nanotube-reinforced composite plates using the element-free kp-Ritz method, Composite Structures 98: 160-168.
20
[21] Shen H. S., Xiang Y., 2014, Nonlinear vibration of nanotube-reinforced composite cylindrical panels resting on elastic foundations in thermal environments, Composite Structures 111: 291-300.
21
[22] Lam K. Y., Wang C. M., He X. Q., 2000, Canonical exact solutions for Levy-plates on two-parameter foundation using Green's functions, Engineering Structures 22: 364-378.
22
[23] Han J.B., Liew K.M., 1997, Numerical differential quadrature method for Reissner/Mindlin plates on two-parameter foundations, International Journal of Mechanical Sciences 39(9): 977-989.
23
[24] Winkler E., 1867, Die Lehre von der Elasticitaet und Festigkeit, Prag, Dominicus.
24
[25] Pasternak P. L., 1954, On a new method of analysis of an elastic foundation by means of two foundation constants , Gosudarstvennoe Izdatelstro Liberaturi po Stroitelstvui Arkhitekture, Moscow.
25
[26] Huang Z.Y., Lü C.F., Chen W.Q., 2008, Benchmark solutions for functionally graded thick plates resting on Winkler–Pasternak elastic foundations, Composite Structures 85(2): 95-104.
26
[27] Zhang D. G., 2013, Nonlinear bending analysis of FGM rectangular plates with various supported boundaries resting on two-parameter elastic foundations, Archive of Applied Mechanics 84(1): 1-20.
27
[28] Shen S. H., Wang H., 2014, Nonlinear vibration of shear deformable FGM cylindrical panels resting on elastic foundations in thermal environments, Composites Part B: Engineering 60: 167-177.
28
[29] Singha M. K., Prakash T., Ganapathi M., 2011, Finite element analysis of functionally graded plates under transverse load, Finite Element in Analysis and Design 47(4): 453-460.
29
[30] Belytschko T., Lu Y.Y., Gu L., 1994, Element-free Galerkin methods, International Journal of Numerical Methods in Engineering 37: 229-256.
30
[31] Zhu T., Atluri N.,1998, A modified collocation method and a penalty function for enforcing the essential boundary conditions in the element free Galerkin method, Computational Mechanics 21: 211-222.
31
[32] Chen J.S., Chunhui P., Wu C.T., Liu W.K., 1996, Reproducing kernel particle method for large deformation of nonlinear structures, Computational Methods Applied Mechanics and Engineering 139: 195-227.
32
[33] Memar Ardestani M., Soltani B., Shams Sh., 2014, Analysis of functionally graded stiffened plates based on FSDT utilizing reproducing kernel particle method, Composite Structures 112: 231-240.
33
[34] Malekzadeh P., Golbahar Haghighi M. R., Alibeygi Beni A., 2011, Buckling analysis of functionally graded arbitrary straight-sided quadrilateral plates on elastic foundations, Meccanica 47(2): 321-333.
34
[35] Shen H. S., Zhang C. L. , 2010, Thermal buckling and postbuckling behavior of functionally graded carbon nanotube-reinforced composite plates, Materials & Design 3(7): 3403-3411.
35
ORIGINAL_ARTICLE
Bending Analysis of Composite Sandwich Plates with Laminated Face Sheets: New Finite Element Formulation
The bending behavior of composites sandwich plates with multi-layered laminated face sheets has been investigated, using a new four-nodded rectangular finite element formulation based on a layer-wise theory. Both, first order and higher-order shear deformation; theories are used in order to model the face sheets and the core, respectively. Unlike any other layer-wise theory, the number of degrees of freedom in this present model is independent of the number of layers. The compatibility conditions as well as the displacement continuity at the interface ‘face sheets–core’ are satisfied. In the proposed model, the three translation components are common for the all sandwich layers, and are located at the mid-plane of the sandwich plate. The obtained results show that the developed model is able to give accurate transverse shear stresses directly from the constitutive equations. Moreover, a parametric study was also conducted to investigate the effect of certain characteristic parameters (core thickness to total thickness ratio, side-to-thickness ratio, boundary conditions, plate aspect ratio, core-to-face sheet anisotropy ratio, core shear modulus to the flexural modulus ratio and degree of orthotropy of the face sheet) on the transverse displacement variation. The numerical results obtained by our model are compared favorably with those obtained via analytical solution and numerical/experimental, results obtained by other models. The results obtained from this investigation will be useful for a more comprehensive understanding of the behavior of sandwich laminates.
http://jsm.iau-arak.ac.ir/article_523182_7dd768ee841ad8af2a87c94aa90e7579.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
280
299
Layer-wise
Finite Element
Sandwich plates
Bending
M.O
Belarbi
mo.belarbi@univ-biskra.dz
true
1
Laboratoire de Génie Energétique et Matériaux, LGEM. Université de Biskra, B.P. 145, R.P. 07000
Laboratoire de Génie Energétique et Matériaux, LGEM. Université de Biskra, B.P. 145, R.P. 07000
Laboratoire de Génie Energétique et Matériaux, LGEM. Université de Biskra, B.P. 145, R.P. 07000
LEAD_AUTHOR
A
Tati
true
2
Laboratoire de Génie Energétique et Matériaux, LGEM. Université de Biskra, B.P. 145, R.P. 07000
Laboratoire de Génie Energétique et Matériaux, LGEM. Université de Biskra, B.P. 145, R.P. 07000
Laboratoire de Génie Energétique et Matériaux, LGEM. Université de Biskra, B.P. 145, R.P. 07000
AUTHOR
[1] Khandelwal R., Chakrabarti A., Bhargava P., 2013, An efficient FE model based on combined theory for the analysis of soft core sandwich plate, Computational Mechanics 51(5): 673-697.
1
[2] Kant T., Swaminathan K., 2000, Estimation of transverse/interlaminar stresses in laminated composites – a selective review and survey of current developments, Composite Structures 49(1): 65-75.
2
[3] Kirchhoff G., 1850, Über das gleichgewicht und die bewegung einer elastischen scheibe, Journal für die Reine und Angewandte Mathematik 40: 51-88.
3
[4] Librescu L., 1975, Elastostatics and Kinetics of Anisotropic and Heterogeneous Shell-Type Structures, Noordhoff, Leyden, Netherlands.
4
[5] Ounis H., Tati A., Benchabane A., 2014, Thermal buckling behavior of laminated composite plates: a finite-element study, Frontiers of Mechanical Engineering 9(1): 41-49.
5
[6] Stavsky Y., 1965, On the theory of symmetrically heterogeneous plates having the same thickness variation of the elastic moduli, Topics in Applied Mechanics 105-166.
6
[7] Reissner E., 1975, On transverse bending of plates, including the effect of transverse shear deformation, International Journal of Solids and Structures 11(5): 569-573.
7
[8] Whitney J., Pagano N., 1970, Shear deformation in heterogeneous anisotropic plates, Journal of Applied Mechanics 37 (4) : 1031-1036.
8
[9] Mindlin R., 1951, Influence of rotary inertia and shear on flexural motions of isotropic, elastic plates, Journal of Applied Mechanics 18 :31-38.
9
[10] Yang P.C., Norris C.H., Stavsky Y., 1966, Elastic wave propagation in heterogeneous plates, International Journal of Solids and Structures 2(4): 665-684.
10
[11] Lo K., Christensen R., Wu E., 1977, A high-order theory of plate deformation-part 2: laminated plates, Journal of Applied Mechanics 44(4) : 669-676.
11
[12] Manjunatha B., Kant T., 1993, On evaluation of transverse stresses in layered symmetric composite and sandwich laminates under flexure, Engineering Computations 10(6): 499-518.
12
[13] Nayak A., Moy S.J., Shenoi R., 2003, Quadrilateral finite elements for multilayer sandwich plates, The Journal of Strain Analysis for Engineering Design 38(5): 377-392.
13
[14] Reddy J.N., 1984, A simple higher-order theory for laminated composite plates, Journal of Applied Mechanics 51(4): 745-752.
14
[15] Rezaiee-Pajand M., Shahabian F., Tavakoli F., 2012, A new higher-order triangular plate bending element for the analysis of laminated composite and sandwich plates, Structural Engineering and Mechanics 43(2): 253-271.
15
[16] Tu T.M., Thach L.N., Quoc T.H., 2010, Finite element modeling for bending and vibration analysis of laminated and sandwich composite plates based on higher-order theory, Computational Materials Science 49(4) S390-S394.
16
[17] Chakrabarti A., Sheikh A.H., 2005, Analysis of laminated sandwich plates based on interlaminar shear stress continuous plate theory, Journal of Engineering Mechanics 131(4): 377-384.
17
[18] Pandit M.K., Sheikh A.H., Singh B.N., 2008, An improved higher order zigzag theory for the static analysis of laminated sandwich plate with soft core, Finite Elements in Analysis and Design 44(9): 602-610.
18
[19] Carrera E., 2003, Historical review of zig-zag theories for multilayered plates and shells, Applied Mechanics Reviews 56: 287-308.
19
[20] Cho M., Parmerter R., 1993, Efficient higher order composite plate theory for general lamination configurations, AIAA Journal 31(7): 1299-1306.
20
[21] Di Sciuva M., 1986, Bending vibration and buckling of simply supported thick multilayered orthotropic plates: an evaluation of a new displacement model, Journal of Sound and Vibration 105(3): 425-442.
21
[22] Chalak H.D., 2012 , An improved C0 FE model for the analysis of laminated sandwich plate with soft core, Finite Elements in Analysis and Design 56: 20-31.
22
[23] Kapuria S., Nath J., 2013, On the accuracy of recent global–local theories for bending and vibration of laminated plates, Composite Structures 95: 163-172.
23
[24] Li X., Liu D., 1997, Generalized laminate theories based on double superposition hypothesis, International Journal for Numerical Methods in Engineering 40(7) : 1197-1212.
24
[25] Wu Z., Chen R., Chen W., 2005, Refined laminated composite plate element based on global–local higher-order shear deformation theory, Composite Structures 70(2) : 135-152.
25
[26] Zhen W., Wanji C., 2010, A C0-type higher-order theory for bending analysis of laminated composite and sandwich plates, Composite Structures 92(3): 653-661.
26
[27] Shariyat M., 2010, A generalized global–local high-order theory for bending and vibration analyses of sandwich plates subjected to thermo-mechanical loads, International Journal of Mechanical Sciences 52(3): 495-514.
27
[28] Lee L. Fan Y., 1996, Bending and vibration analysis of composite sandwich plates, Computers and Structures 60(1): 103-112.
28
[29] Linke M., Wohlers W., Reimerdes H.G., 2007, Finite element for the static and stability analysis of sandwich plates, Journal of Sandwich Structures and Materials 9(2): 123-142.
29
[30] Mantari J., Oktem A., Guedes Soares C., 2012, A new trigonometric layerwise shear deformation theory for the finite element analysis of laminated composite and sandwich plates, Computers and Structures 94: 45-53.
30
[31] Oskooei S., Hansen J., 2000, Higher-order finite element for sandwich plates, AIAA Journal 38(3): 525-533.
31
[32] Plagianakos T.S., Saravanos D.A., 2009, Higher-order layerwise laminate theory for the prediction of interlaminar shear stresses in thick composite and sandwich composite plates, Composite Structures 87(1): 23-35.
32
[33] Ramesh S.S., 2009, A higher-order plate element for accurate prediction of interlaminar stresses in laminated composite plates, Composite Structures 91(3): 337-357.
33
[34] Reddy J.N., 1987, A generalization of two-dimensional theories of laminated composite plates, Communications in Applied Numerical Methods 3(3): 173-180.
34
[35] Wu C. P., Lin C. C., 1993, Analysis of sandwich plates using a mixed finite element, Composite Structures 25(1): 397-405.
35
[36] Maturi D.A., 2014, Analysis of sandwich plates with a new layerwise formulation, Composites Part B: Engineering 56: 484-489.
36
[37] Phung-Van P., 2014, Static and free vibration analyses of composite and sandwich plates by an edge-based smoothed discrete shear gap method (ES-DSG3) using triangular elements based on layerwise theory, Composites Part B: Engineering 60: 227-238.
37
[38] Reddy J.N., 1993, An evaluation of equivalent-single-layer and layerwise theories of composite laminates, Composite Structures 25(1-4): 21-35.
38
[39] Carrera E., 2002, Theories and finite elements for multilayered, anisotropic, composite plates and shells, Archives of Computational Methods in Engineering 9(2): 87-140.
39
[40] Ha K., 1990, Finite element analysis of sandwich plates: an overview, Computers and Structures 37(4): 397-403.
40
[41] Khandan R., 2012, The development of laminated composite plate theories: a review, Journal of Materials Science 47 (16): 5901-5910.
41
[42] Noor A.K., Burton W.S., Bert C.W., 1996, Computational models for sandwich panels and shells, Applied Mechanics Reviews 49: 155-199.
42
[43] Zhang Y., Yang C., 2009, Recent developments in finite element analysis for laminated composite plates, Composite Structures 88(1): 147-157.
43
[44] Ramtekkar G., Desai Y., Shah A., 2002, Mixed finite-element model for thick composite laminated plates, Mechanics of Advanced Materials and Structures 9(2): 133-156.
44
[45] Ramtekkar G., Desai Y., Shah A., 2003, Application of a three-dimensional mixed finite element model to the flexure of sandwich plate, Computers and Structures 81(22): 2183-2198.
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[46] Pagano N., 1970, Exact solutions for rectangular bidirectional composites and sandwich plates, Journal of Composite Materials 4(1): 20-34.
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[47] Kanematsu H.H., Hirano Y., Iyama H., 1988, Bending and vibration of CFRP-faced rectangular sandwich plates, Composite Structures 10(2): 145-163.
47
[48] Zienkiewicz O.C., Taylor R.L., 2000, The Finite Element Method: Solid Mechanics, Butterworth-heinemann.
48
[49] Singh S.K., 2011, An efficient C0 FE model for the analysis of composites and sandwich laminates with general layup, Latin American Journal of Solids and Structures 8(2): 197-212.
49
[50] Meunier M., Shenoi R., 1999, Free vibration analysis of composite sandwich plates, Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 213(7): 715-727.
50
ORIGINAL_ARTICLE
Smart Vibration Control of Magnetostrictive Nano-Plate Using Nonlocal Continuum Theory
In this research, a control feedback system is used to study the free vibration response of rectangular plate made of magnetostrictive material (MsM) for the first time. A new trigonometric higher order shear deformation plate theory are utilized and the results of them are compared with two theories in order to clarify their accuracy and errors. Pasternak foundation is selected to modelling of elastic medium due to considering both normal and shears modulus. Also in-plane forces are uniformly applied on magnetostrictive nano-plate (MsNP) in x and y directions. Nonlocal motion equations are derived using Hamilton’s principle and solved by differential quadrature method (DQM) considering different boundary conditions. Results indicate the effect of various parameters such as aspect ratio, thickness ratio, elastic medium, compression and tension loads and small scale effect on vibration behaviour of MsNP especially the controller effect of velocity feedback gain to minimizing the frequency. These finding can be used to active noise and vibration cancellation systems in micro and nano smart structures.
http://jsm.iau-arak.ac.ir/article_523183_888e8a20b094d2fba208663061de517b.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
300
314
Free vibration
Magnetostrictive rectangular nano-plate
A new trigonometric/tangential shear deformation theory
Control feedback system
A
Ghorbanpour Arani
aghorban@kashanu.ac.ir
true
1
Faculty of Mechanical Engineering, University of Kashan--Institute of Nanoscience& Nanotechnology, University of Kashan
Faculty of Mechanical Engineering, University of Kashan--Institute of Nanoscience& Nanotechnology, University of Kashan
Faculty of Mechanical Engineering, University of Kashan--Institute of Nanoscience& Nanotechnology, University of Kashan
LEAD_AUTHOR
Z
Khoddami Maraghi
true
2
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
AUTHOR
H
Khani Arani
true
3
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
Faculty of Mechanical Engineering, University of Kashan
AUTHOR
[1] Liu J.P., Fullerton E., Gutfleisch O., Sellmyer D.J., 2009, Nanoscale Magnetic Materials and Applications, Springer Publisher, New York.
1
[2] Hong C.C., 2013, Application of a magnetostrictive actuator, Materials and Design 46: 617-621.
2
[3] Aboudi J., Zheng X., Jin K., 2014, Micromechanics of magnetostrictive composites, International Journal of Engineering Science 81: 82-99.
3
[4] Radic N., Jeremic D., Trifkovic S., Milutinovic M., 2014, Buckling analysis of double-orthotropic nanoplates embedded in Pasternak elastic medium using nonlocal elasticity theory, Composites Part B 61: 162-171.
4
[5] Li Y.S., Cai Z.Y., Shi S.Y., 2014, Buckling and free vibration of magnetoelectroelastic nanoplate based on nonlocal theory, Composite Structures 111: 522-529.
5
[6] Kiani K., 2014, Free vibration of conducting nanoplates exposed to unidirectional in-plane magnetic fields using nonlocal shear deformable plate theories, Physica E 57: 179-192.
6
[7] Jia Z.Y., Liu H.F., Wang F.J., Liu W., Ge C.Y., 2011, A novel magnetostrictive static force sensor based on the giant magnetostrictive material, Measurement 44: 88-95.
7
[8] Aboudi J., Zheng X., Jin K., 2014, Micromechanics of magnetostrictive composites, International Journal of Engineering Science 81: 82-99.
8
[9] Pradhan S.C., Kumar A., 2010, Vibration analysis of orthotropic graphene sheets embedded in Pasternak elastic medium using nonlocal elasticity theory and differential quadrature method, Computational Materials Science 50: 239-245.
9
[10] Pradhan S.C., Phadikar J.K., 2009, Nonlocal elasticity theory for vibration of nanoplates, Journal of Sound and Vibration 325: 206-223.
10
[11] Malekzadeh P., Shojaee M., 2013, Free vibration of nanoplates based on a nonlocal two-variable refined plate theory, Composite Structures 95: 443-452.
11
[12] Pradhan S.C., 2009, Buckling of single layer graphene sheet based on nonlocal elasticity and higher order shear deformation theory, Physics Letters A 373: 4182-4188.
12
[13] Zenkour A.M., Sobhy M., 2013, Nonlocal elasticity theory for thermal buckling of nanoplates lying on Winkler–Pasternak elastic substrate medium, Physica E 53: 251-259.
13
[14] Mantari J.L., Oktem A.S., Soares C.G., 2012, A new trigonometric layerwise shear deformation theory for the finite element analysis of laminated composite and sandwich plates, Computers and Structures 94-95: 45-53.
14
[15] Mantari J.L., Bonilla E.M., Soares C.G., 2014, A new tangential-exponential higher order shear deformation theory for advanced composite plates, Composites Part B 60: 319-328.
15
[16] Mantari J.L., Oktem A.S. Soares C.G., 2012, A new trigonometric shear deformation theory for isotropic, laminated composite and sandwich plates, International Journal of Solids and Structures 49: 43-53.
16
[17] Mantari J.L., Soares C.G., 2013, A novel higher-order shear deformation theory with stretching effect for functionally graded plates, Composites Part B 45: 268-281.
17
[18] Hong C.C., 2009, Transient responses of magnetostrictive plates without shear effects, Journal of Sound and Vibration 47: 355-362.
18
[19] Hong C.C., 2010, Transient responses of magnetostrictive plates by using the GDQ method, European Journal of Mechanics A/Solids 29: 1015-1021.
19
[20] Timoshenko S.P., 1922, On the transverse vibrations of bars of uniform cross-section, Philosophical Magazine A 43: 125-131.
20
[21] Krishna M., Anjanappa M., Wu Y.F., 1997, The use of magnetostrictive particle actuators for vibration attenuation of flexible beams, Journal of Sound and Vibration 206: 133-149.
21
[22] Eringen A.C., 2002, Nonlocal Continuum Field Theories, New York, Springer.
22
[23] Alibeygi Beni A., Malekzadeh P., 2012, Nonlocal free vibration of orthotropic non-prismatic skew nanoplates, Composite Structures 94: 3215-3222.
23
[24] Rahim Nami M., Janghorban M., 2013, Static analysis of rectangular nanoplates using trigonometric shear deformation theory based on nonlocal elasticity theory, Beilstein Journal of Nanotechnolgy 4: 968-973.
24
[25] Reddy J.N., 2004, Energy Principles and Variational Methods in Applied Mechanics, John Wiley & Sons Publishers, Texas.
25
[26] Malekzadeh K., Khalili S.M.R., Abbaspour P., 2010, Vibration of non-ideal simply supported laminated plate on an elastic foundation subjected to in-plane stresses, Composite Structures 92: 1478-1484.
26
[27] Ghorbanpour Arani A., Vossough H., Kolahchi R., Mosallaie Barzoki A.A., 2012, Electro-thermo nonlocal nonlinear vibration in an embedded polymeric piezoelectric micro plate reinforced by DWBNNTs using DQM, Journal of Mechanical Science and Technology 26: 3047-3057.
27
[28] Shu C., 2000, Differential Quadrature and its Application in Engineering, Springer publishers, Singapore.
28
ORIGINAL_ARTICLE
Analysis of the Fracture of a Turbine Blade
The cause of crack initiation turbine blade had initially cracked by a fatigue mechanism over a period of time and then fractured by the overload at the last moment. Experimental procedure consists of macroscopic inspection, material veriﬁcation, microscopic examination, and metallographic analysis and finally FE. And for these procedures, some specimens were prepared from a fractured blade. Using ICP and energy dispersive X-ray ﬂuorescence, the chemical composition of the blade was carefully analyzed. The segregated area of Ti and Mo, caused generally by inappropriate manufacturing process, is found by the microstructure and EDX analysis of the blade. The fracture blade which installed on the third stage rotor of the turbojet was fractured at about 6 cm distance from the hub of proposed blade. The non-linear finite element method (FEM) was utilized in order to define the stress state of the disc or blade segment under operating conditions. High stress zones were found at the region of the lower fir-tree slot, where the failure occurred. A computation were also achieved with excessive rotational speed. The aim of this study is devoted to the mechanisms of damage of the turbine disc, and furthermore the critical high stress areas.
http://jsm.iau-arak.ac.ir/article_523184_a454b655b64b0be1c535326c04ed0365.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
315
325
Fatigue
Creep
Turbine blade
FEA
Fracture
X-ray ﬂuorescence
A.R
Shourangiz Haghighi
true
1
Department of Mechanical Engineering, Jahrom University
Department of Mechanical Engineering, Jahrom University
Department of Mechanical Engineering, Jahrom University
AUTHOR
S
Rahmanian
true
2
Department of Mechanical Engineering, Jahrom University
Department of Mechanical Engineering, Jahrom University
Department of Mechanical Engineering, Jahrom University
AUTHOR
A
Shamsabadi
alishamsabadi@ymail.com
true
3
College of Engineering, Shiraz Branch, Islamic Azad University
College of Engineering, Shiraz Branch, Islamic Azad University
College of Engineering, Shiraz Branch, Islamic Azad University
LEAD_AUTHOR
A
zare
true
4
Department of Mechanical Engineering, Shiraz University
Department of Mechanical Engineering, Shiraz University
Department of Mechanical Engineering, Shiraz University
AUTHOR
I
Zare
true
5
College of Engineering, Shiraz Branch, Islamic Azad University
College of Engineering, Shiraz Branch, Islamic Azad University
College of Engineering, Shiraz Branch, Islamic Azad University
AUTHOR
[1] Lucjan W., 2006, Failure analysis of turbine disc of an aero engine, Engineering Failure Analysis 13: 9-17.
1
[2] Chan S.K., Tuba I.S., 1971, A finite element method for contact problems of solid bodies–Part II: Applications to turbine blade fastenings, International Journal of Mechanical Sciences 13: 627-639.
2
[3] Masataka M., 1992, Root and groove contact analysis for steam turbine blades, The Japan Society of Mechanical Engineers 35:508-514.
3
[4] Meguid S.A., Kanth P.S., Czekanski A., 2000, Finite element analysis of fir-tree region in turbine disc, Finite Elements in Analysis and Design 35:305-317.
4
[5] Papanikos P., Meguid S.A., Stjepanovic Z., 1998, Three-dimensional nonlinear finite element analysis of dovetail joints in aero-engine discs, Finite Elements in Analysis and Design 29:173-186.
5
[6] Zboinski G.,1995, Physical and geometrical non-linearities in contact problems of elastic turbine blade attachments, International Journal of Mechanical Sciences 209: 273-286.
6
[7] McEvily A., 2004, Failures in inspection procedures: case studies, Engineering Failure Analysis 11:167-176.
7
[8] Hou J., Wicks B.J., Antoniou R.A., 2002, An investigations of fatigue failures of turbine blades in a gas turbine engine by mechanical analysis, Engineering Failure Analysis 9:201-211.
8
[9] Bhaumik S.K., 2002, Failure of turbine rotor blisk of an aircraft engine, Engineering Failure Analysis 9: 287-301.
9
[10] Park M., Hwang Y., Choi Y., Kim T., 2002, Analysis of a J69-T-25 engine turbine blade fracture, Engineering Failure Analysis 9: 593-601.
10
[11] Treager I., 1995, Aircraft Gas Turbine Engine Technology, McGraw Hill.
11
[12] Kyo-Soo S., Seon-Gab K., Daehan J., Young-Ha H., 2007, Analysis of the fracture of a turbine blade on a turbojet engine, Engineering Failure Analysis 14 : 877-883.
12
[13] Backman D. G., Mourer D. P., Bain K. R., Walston W. S., 2003, AIM- A new methodology for developing disk materials, Advanced Materials and Processes for Gas Turbines .
13
[14] Murakumo T., Kobayashi T., Koizumi Y., Harada H., 2004, Creep behavior of ni-base single-crystal super-alloys withvarious gamma volume fraction, Acta Materialia 52 (12): 3737-3744.
14
[15] Karunarante M. S. A., Reed R. C., 2003, Interdiffusion of platinum- group metals in nickel at elevated temperatures, Acta Materialia 51(10): 2905-2914.
15
[16] Reed R. C., Karunarantne M. S. A., 2000, Interdiffusion in the face- centered cubic phase of Ni-Re, Ni-Ta and Ni-W systems between 900◦C and 1300◦C, Materials Science and Engineering A 281(1–2): 229-233.
16
[17] WalstonW. S., Cetel A., MacKay R., O’Hara K., Duhl D., Dreshfield R., 2004, Joint development of a fourth generation single crystal super-alloys, Super-Alloys 2004:15-24.
17
[18] Tanaka R., 2008, Research and development of ultra-high temperature materials in japan, Materials at High Temperatures 26(4): 457-464.
18
[19] Pollock T. M., Argon A. S., 1992, Creep resistance of CMSX-3 nickel base super-alloys single crystals, Acta Metallurgia et Materialia 40(6):1-30.
19
[20] McLean M., Dyson B. F., 2010, Modeling the effects of damage and microstructural evolution on the creep behavior of engineering alloys, Journal of Engineering Materials and Technology 131:273-278.
20
[21] Pollock T. M., Field R. D., 2012, Dislocations and high temperature plastic deformation of super-alloys single crystals, Dislocations in Solids 2012:549-618.
21
[22] ASM Handbook, ASM International 2: 951.
22
[23] Meetham G.W.,1996, Contribution of materials to the development of the gas turbine engine, Metall Mater Technology 1996: 589-602.
23
[24] Pollock T. M., Field R. D., 2002, Dislocations and high temperature plastic deformation of super-alloy single crystals, Dislocations in Solids 11: 549-618.
24
[25] Rae C.M.F., Cox D.C., Rist M.A., Reed R.C., Matan N.C., 2000, On the primary creep of CMSX-4 super-alloy single crystals, Metallurgical and Materials Transactions A 31(9): 2219-2228.
25
[26] Muller L., Glatzel U., Feller-Kniepmeier M., 1992, Modelling thermal misﬁt stresses in nickel-base super-alloys containing high volume fraction of gamma’ phase, Acta Metallurgia ET Materialia 40: 1321-1327.
26
[27] Schneider M. C., Gu J. P., Beckermann C., Boettinger W. J., Kattner U. R., 1997, Modeling of micro- and macros-egregation and freckle formation in single crystal nickel-base super-alloys during directional solidiﬁcation, Metallurgical Transactions A 28(7):1517-1531.
27
[28] Auburtin P., Cockcroft S. L., Mitchell A., 1996, Freckle formation in super-alloys, Super-alloys 1996: 443-450.
28
[29] Miner R.V., Gayada J., Maier R.D., 1982, Fatigue and creep fatigue deformation of several nickel-base super-alloys at 650◦C, Metallurgical Transactions A 13(10):1755-1765.
29
[30] McLean M., Dyson B. F., 2000, Modeling the effects of damage and microstructural evolution on the creep behavior of engineering alloys, Journal of Engineering Materials and Technology 131: 273-278.
30
[31] Carter Tim J., 2005, Common failures in gas turbine blade, Engineering Failure Analysis 12: 237-247.
31
[32] ASM Handbook, ASM International 28:50.
32
[33] Mercer C., Shademn S., Soboyejo W.O.,2003, An investigation of the micro-mechanisms of fatigue crack growth in structural gas turbine engine alloy, Journal of Materials Science 38:291-305.
33
[34] Luo J., Bowen P., 2004, Small and long fatigue crack growth behavior of a PM Ni-based super-alloy, International Journal of Fatigue 26:113-124.
34
[35] Jiang L., Brooks C.R., Liaw P.K., Klarstrom D.L., Rawn C.J., Muenchen B., 2001, Phenomenological aspects of the high-cycle fatigue of ULTIMET alloy, Materials Science and Engineering 316:66-79.
35
[36] Neal D.F., Blenkinsop P.A., 1976, Internal fatigue origins in a–b titanium alloys, Acta Metallurgica 24: 59-63.
36
[37] Boyd-Lee A.D., 1999, Fatigue crack growth resistant microstructures in polycrystalline Ni-base super-alloys for aeroengines, International Journal of Fatigue 21:393-405.
37
[38] MSC-Patran User’s Manual, 2009, MSC Corporation, Los Angeles.
38
[39] Park M., Hwang Y., Choi Y., Kim T., 2002, Analysis of a J69-T-25 engine turbine blade fracture, Engineering Failure Analysis 9: 593-601.
39
[40] Pollock T.M., Tin S., 2006, Nickel-based supe-ralloys for advanced turbine engines: chemistry, microstructure, and properties , Journal of Propulsion and Power 22(2): 361-374.
40
[41] Khurana S., Navte J., Singh H., 2012, Effect of cavitation on hydraulic turbines – a review, International Journal of Current Engineering and Technology 2: 172 -177.
41
[42] Momcilvic D., Odanovic Z., Mitrovic R., Atanasovska I., Vuherer T., 2012, Failure analysis of hydraulic turbine shaft, Engineering Failure Analysis 29: 54-66.
42
[43] Momcilovic D., Motrovic R., Antanasovska I., Vuherer T., 2012, Methodology of determination the influence of corrosion pit on the decrease of hydro turbine shaft fatigue failure, Machine Design 4(4): 231 - 236.
43
[44] Neopane H.P., 2010, Sediment Erosion in Hydro Turbines, Faculty of Engineering Science and Technology, Fluid Engineering, Norway.
44
[45] Belash I., 2010, Causes of the failure of the no. 2 hydraulic generating set at the Sayano-Shushenskaya HPP: criticality of reliability enhancement for waterpower equipment, Power Technology and Engineering 44(3):165-170.
45
[46] Ferreño D., Álvarez J.A., Ruiz E., Méndez D., Rodríguez L., Hernández D., 2011, Failure analysis of a Pelton turbine manufactured in soft martensitic stainless steel casting, Engineering Failure Analysis 18(1):256-270.
46
[47] Egusquiza E., Valero C., Estévez A., Guardo A., Coussirat M., 2011, Failures due to ingested bodies in hydraulic turbines, Engineering Failure Analysis 18(1): 464-473.
47
[48] Luo Y., Wang Z., Zeng J., Lin J., 2010, Fatigue of piston rod caused by unsteady, unbalanced, unsynchronized blade torques in a Kaplan turbine, Engineering Failure Analysis 17(1):192-199.
48
ORIGINAL_ARTICLE
Application of the GTN Model in Ductile Fracture Prediction of 7075-T651 Aluminum Alloy
In this paper the capability of Gurson-Tvergaard-Needleman (GTN) model in the prediction of ductile damage in 7075-T651 aluminum alloy is investigated. For this purpose, three types of specimens were tested: Standard tensile bars, Round notched bar (RNB) specimens and compact tension (C(T)) specimens. Standard tensile bar tests were used to obtain the mechanical properties of the material and to calibrate the independent parameters of GTN model. RNB and C(T) specimen test results were used for validation of the calibrated parameters. Finite element analyses were carried out using ABAQUS commercial software for two purposes; calibration of the GTN model parameters and validation of the model predictions. The comparison between the finite element analyses and the test results suggested that the GTN model is capable of damage prediction in notched specimens, but not a good in cracked specimens. Finally, To show the applicability of the model in industry-level problems, the model is used for damage predictions of internal pressure vessels made of 7075-t651 aluminum alloy.
http://jsm.iau-arak.ac.ir/article_523185_9df1ac81d55c4d703193e9c84addfe95.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
326
333
Ductile fracture
GTN model
Calibrated parameters
7075-T651 aluminum alloy
S.F
Hosseini
true
1
Department of Mechanical Engineering, Ferdowsi University of Mashhad
Department of Mechanical Engineering, Ferdowsi University of Mashhad
Department of Mechanical Engineering, Ferdowsi University of Mashhad
AUTHOR
S
Hadidi-Moud
hadidi@um.ac.ir
true
2
Department of Mechanical Engineering, Ferdowsi University of Mashhad
Department of Mechanical Engineering, Ferdowsi University of Mashhad
Department of Mechanical Engineering, Ferdowsi University of Mashhad
LEAD_AUTHOR
[1] Jordon J. B., 2009, Damage characterization and modeling of a 7075-T651 aluminum plate, Materials Science and Engineering 527: 169-178.
1
[2] Fabregue D., Pardoen T., 2008, A constitutive model for elastoplastic solids and secondary voids, Journal of the Mechanics and Physics of Solids 56: 719-741.
2
[3] Tvergaard V., Needlemann A., 1984, Analysis of the cup-cone fracture in a round tensile bar, Acta Metallurgica 32: 57-69.
3
[4] Chang-Kyun O., 2007, A phenomenological model of ductile fracture for API X65 steel, Internatinal Journal of Mechanical Science 49: 1399-1412.
4
[5] Acharyya S., Dhar S., 1999, A complete GTN model for prediction of ductile failure of pipe, Journal of Materials Science 43: 1897-1909.
5
[6] Chiluverin S., 2007, Computational Modeling of Crack Initiation in Cross-roll Piercing, MSc Thesis, Massachusetts Institute of Technology.
6
[7] Benseddiq N., Imad A., 2008, A ductile fracture analysis using a local damage model, International Journal of Pressure Vessels and Piping 85: 219-227.
7
[8] Bernauer G., Brocks W., Schmitt W., 1999, Modifications of the beremin model for cleavage fracture in the transition region of a ferritic steel, Engineering Fracture Mechanics 64: 305-325.
8
[9] Nielsen K. L., 2008, Ductile damage development in friction stir welded aluminum (AA2024) joints, Engineering Fracture Mechanics 75: 2795-2811.
9
[10] Abendorth M., Kuna M., 2006, Identification of ductile damage and fracture parameters from the small punch test using neural networks, Engineering Fracture Mechanics 73: 710-725.
10
[11] Maout N. L., Thuillier S., Manach P. Y., 2009, Aluminum alloy damage evolution for different strain paths – application to hemming process, Engineering Fracture Mechanics 76: 1202-1214.
11
[12] He M., Li F., Wang Z., 2011, Forming limit stress diagram prediction of aluminum alloy 5052 based on GTN model parameters determined by in situ tensile test, Chinese Journal of Aeronautics 24: 378-386.
12
[13] Li X., Song N., Guo G., 2012, Experimental measurement and theoretical prediction of forming limit curve for aluminum alloy 2B06, Transactions of Nonferrous Metals Society of China 22: 335-342.
13
[14] Teng B., Wang W., Liu Y., Yuan S., 2014, Bursting prediction of hydroforming aluminum alloy tube based on Gurson-Tvergaard-Needleman damage model, Procedia Engineering 81: 2211- 2216.
14
[15] Gurson A. L., 1977, Continuum theory of ductile rupture by void nucleation and growth: part I – yield criteria and flow rules for porous ductile media, Journal of Engineering Materials and Technology 99(1): 2-15.
15
[16] Tvergaard V., 1982, On localization in ductile materials containing spherical voids, International Journal of Fracture 18: 37-52.
16
[17] Annual Book of ASTM Standard, 1997, Standard test methods for tension testing of wrought and cast aluminum- and magnesium-alloy products, ASTM B557-10.
17
[18] Annual Book of ASTM Standard, 1997, Standard test method for plane strain fracture toughness of metallic materials , ASTM E-399-90.
18
[19] Tajally M., Huda Z., Masjuki H. H., 2010, A comparative analysis of tensile and impact-toughness behavior of cold-worked and annealed 7075 aluminum alloy, International Journal of Impact Engineering 37: 425-432.
19
ORIGINAL_ARTICLE
Semi-Analytical Solution for Free Vibration Analysis of Thick Laminated Curved Panels with Power-Law Distribution FG Layers and Finite Length Via Two-Dimensional GDQ Method
This paper deals with free vibration analysis of thick Laminated curved panels with finite length, based on the three-dimensional elasticity theory. Because of using two-dimensional generalized differential quadrature method, the present approach makes possible vibration analysis of cylindrical panels with two opposite axial edges simply supported and arbitrary boundary conditions including Free, Simply supported and Clamped at the curved edges. The material properties vary continuously through the layers thickness according to a three-parameter power-low distribution. It is assumed that the inner surfaces of the FG sheets are metal rich while the outer surfaces of the layers can be metal rich, ceramic rich or made of a mixture of two constituents. The benefit of using the considered power-law distribution is to illustrate and present useful results arising from symmetric and asymmetric profiles. The effects of geometrical and material parameters together with the boundary conditions on the frequency parameters of the laminated FG panels are investigated. The obtained results show that the outer FGM Layers have significant effects on the vibration behavior of cylindrical panels. This study serves as a benchmark for assessing the validity of numerical methods or two-dimensional theories used to analysis of laminated curved panels.
http://jsm.iau-arak.ac.ir/article_523186_d0961136322588f29579d553c698ee39.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
334
347
Semi-analytical solution
FG laminated structures
Finite length curved panels
Vibration analysis
Three-parameter power-low distribution
V
Tahouneh
true
1
Young Researchers and Elite Club, Islamshahr Branch, Islamic Azad University
Young Researchers and Elite Club, Islamshahr Branch, Islamic Azad University
Young Researchers and Elite Club, Islamshahr Branch, Islamic Azad University
AUTHOR
M.H
Naei
mhnaei@ut.ac.ir
true
2
School of Mechanical Engineering, College of Engineering, University of Tehran
School of Mechanical Engineering, College of Engineering, University of Tehran
School of Mechanical Engineering, College of Engineering, University of Tehran
LEAD_AUTHOR
[1] Abrate S., 1998, Impact on Composite Structures, Cambridge UK, Cambridge University Press.
1
[2] Viola E., Tornabene F., 2009, Free vibrations of three-parameter functionally graded parabolic panels of revolution, Mechanics Research Communications 36: 587-594.
2
[3] Anderson T.A., 2003, 3D elasticity solution for a sandwich composite with functionally graded core subjected to transverse loading by a rigid sphere, Composite Structure 60: 265-274.
3
[4] Kashtalyan M., Menshykova M., 2009, Three-dimensional elasticity solution for sandwich panels with a functionally graded core, Composite Structure 87: 36-43.
4
[5] Li Q., Iu V.P., Kou K.P., 2008, Three-dimensional vibration analysis of functionally graded material sandwich plates, Journal of Sound and Vibration 311(1-2): 498-515.
5
[6] Zenkour A.M., 2005, A comprehensive analysis of functionally graded sandwich plates. Part 1-deflection and stresses, International Journal of Solid Structure 42: 5224-5242.
6
[7] Zenkour A.M., 2005, A comprehensive analysis of functionally graded sandwich plates : Part 1- Deflection and stresses, International Journal of Solid Structure 42: 5243-5258.
7
[8] Kamarian S., Yas M.H., Pourasghar A., 2013, Free vibration analysis of three-parameter functionally graded material sandwich plates resting on Pasternak foundations, Sandwich Structure and Material 15: 292-308.
8
[9] Loy C.T., Lam K.Y., Reddy J.N., 1999, Vibration of functionally graded cylindrical shells, International Journal of Mechanical science 41: 309-324.
9
[10] Pradhan S.C., Loy C.T., Lam K.Y., Reddy J.N., 2000, Vibration characteristic of functionally graded cylindrical shells under various boundary conditions, Applied Acoustic 61: 119-129.
10
[11] Patel B.P., Gupta S.S., Loknath M.S.B., Kadu C.P., 2005, Free vibration analysis of functionally graded elliptical cylindrical shells using higher-order theory, Composite Structure 69: 259-270.
11
[12] Pradyumna S., Bandyopadhyay J.N., 2008, Free vibration analysis of functionally graded panels using higher-order finite-element formulation, Journal of Sound and Vibration 318: 176-192.
12
[13] Yang J., Shen S.H., 2003, Free vibration and parametric resonance of shear deformable functionally graded cylindrical panels, Journal of Sound and Vibration 261: 871-893.
13
[14] Gang S.W., Lam K.Y., Reddy J.N., 1999, The elastic response of functionally graded cylindrical shells to low-velocity, International Journal of Impact Engineering 22: 397-417.
14
[15] Shakeri M., Akhlaghi M., Hosseini S.M., 2006, Vibration and radial wave propagation velocity in functionally graded thick hollow cylinder, Composite Structure 76: 174-181.
15
[16] Chen W.Q., Bian Z.G., Ding H.U., 2004, Three-dimensional vibration analysis of fluid-filled orthotropic FGM cylindrical shells, International Journal of Mechanical Science 46: 159-171.
16
[17] Tornabene F., 2009, Free vibration analysis of functionally graded conical cylindrical shell and annular plate structures with a four-parameter power-law distribution, Computer Methods Applied Mechanical Engineering 198: 2911-2935.
17
[18] Sobhani Aragh B., Yas M.H., 2010, Static and free vibration analyses of continuously graded fiber-reinforced cylindrical shells using generalized power-law distribution, Acta Mechanica 215: 155-173.
18
[19] Sobhani Aragh B., Yas M.H., 2010, Three dimensional free vibration of functionally graded fiber orientation and volume fraction of cylindrical panels, Material Design 31: 4543-4552.
19
[20] Paliwal D.N., Kanagasabapathy H., Gupta K.M., 1995, The large deflection of an orthotropic cylindrical shell on a Pasternak foundation, Composite Structure 31: 31-37.
20
[21] Paliwal D.N., Pandey R.K., Nath T., 1996, Free vibration of circular cylindrical shell on Winkler and Pasternak foundation, International Journal of Pressure Vessels and Piping 69: 79-89.
21
[22] Yang R., Kameda H., Takada S., 1998, Shell model FEM analysis of buried pipelines under seismic loading, Bulletin of the Disaster Prevention Research Institute 38: 115-146.
22
[23] Cai J.B., Chen W.Q., Ye G.R, Ding H.J., 2000, On natural frequencies of a transversely isotropic cylindrical panel on a kerr foundation, Journal of Sound and Vibration 232: 997-1004.
23
[24] Gunawan H., TjMikami T., Kanie S., Sato M., 2006, Free vibration characteristics of cylindrical shells partially buried in elastic foundations, Journal of Sound and Vibration 290: 785-793.
24
[25] Farid M., Zahedinejad P., Malekzadeh P., 2010, Three dimensional temperature dependent free vibration analysis of functionally graded material curved panels resting on two parameter elastic foundation using a hybrid semi-analytic, differential quadrature method, Material Design 31: 2-13.
25
[26] Matsunaga H., 2008, Free vibration and stability of functionally graded shallow shells according to a 2-D higher-order deformation theory, Composite Structure 84: 132-146.
26
[27] Civalek Ö., 2005, Geometrically nonlinear dynamic analysis of doubly curved isotropic shells resting on elastic foundation by a combination of HDQ-FD methods, International Journal of Pressure Vessels and Piping 82: 470-479.
27
[28] Yas M.H., Tahouneh V., 2012, 3-D free vibration analysis of thick functionally graded annular plates on Pasternak elastic foundation via differential quadrature method (DQM), Acta Mechanica 223: 43-62.
28
[29] Tahouneh V., Yas M.H., 2012, 3-D free vibration analysis of thick functionally graded annular sector plates on Pasternak elastic foundation via 2-D differential quadrature method, Acta Mechanica 223: 1879-1897.
29
[30] Tahouneh V., Yas M.H., Tourang H., Kabirian M., 2013, Semi-analytical solution for three-dimensional vibration of thick continuous grading fiber reinforced (CGFR) annular plates on Pasternak elastic foundations with arbitrary boundary conditions on their circular edges, Meccanica 48: 1313-1336.
30
[31] Tahouneh V., Yas M.H., 2013, Influence of equivalent continuum model based on the eshelby-mori-tanaka scheme on the vibrational response of elastically supported thick continuously graded carbon nanotube-reinforced annular plates, Polymer Composites 35(8):1644-1661.
31
[32] Tahouneh V., Naei M.H., 2013, A novel 2-D six-parameter power-law distribution for three-dimensional dynamic analysis of thick multi-directional functionally graded rectangular plates resting on a two-parameter elastic foundation, Meccanica 49(1):91-109.
32
[33] Tahouneh V., 2014, Free vibration analysis of thick CGFR annular sector plates resting on elastic foundations, Structural Engineering and Mechanics 50 (6): 773-796.
33
[34] Shu C., 2000, Differential Quadrature and Its Application in Engineering, Springer, Berlin.
34
[35] Shu C., Richards B.E., 1992, Application of generalized differential quadrature to solve two-dimensional incompressible Navier-Stokes equations , International Journal for Numerical Methods in Fluids 15: 791-798.
35
ORIGINAL_ARTICLE
On the Analysis of FGM Beams: FEM with Innovative Element
This paper aims at presenting a new efficient element for free vibration and instability analysis of Axially Functionally Graded Materials (FGMs) non-prismatic beams using Finite Element Method (FEM). Using concept of Basic Displacement Functions (BDFs), two- node element extends to three-node element for obtaining much more exact results using FEM. First, BDFs are introduced and computed using energy method such as unit-dummy load method. Afterward, new efficient shape functions are developed in terms of BDFs during the procedure based on the mechanical behavior of the element in which presented shape functions benefit generality and accuracy from stiffness and force method, respectively. Finally, deriving structural matrices of the beam with respect to new shape functions; free vibration and instability analysis of the FGM beam are studied using finite element method for all types of AFGM beams and the convergence of FEM has been studied. The results from both free vibration and instability analysis are in perfect agreement with those of previously published.
http://jsm.iau-arak.ac.ir/article_523188_78634512c219f68c2540994f5daea5b7.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
348
364
Axially functionally graded materials (AFGM)
Finite element method (FEM)
Basic displacement functions (BDFs)
Free vibration
Instability analysis
M
Zakeri
mohammad_zakeri@ut.ac.ir
true
1
School of Civil Engineering, College of Engineering, University of Tehran
School of Civil Engineering, College of Engineering, University of Tehran
School of Civil Engineering, College of Engineering, University of Tehran
LEAD_AUTHOR
A
Modarakar Haghighi
true
2
School of Civil Engineering, College of Engineering, University of Tehran----Centre of Numerical Methods in Engineering, University of Tehran
School of Civil Engineering, College of Engineering, University of Tehran----Centre of Numerical Methods in Engineering, University of Tehran
School of Civil Engineering, College of Engineering, University of Tehran----Centre of Numerical Methods in Engineering, University of Tehran
AUTHOR
R
Attarnejad
true
3
School of Civil Engineering, College of Engineering, University of Tehran
School of Civil Engineering, College of Engineering, University of Tehran
School of Civil Engineering, College of Engineering, University of Tehran
AUTHOR
[1] Chakraborty A., Gopalakrishnan S., Reddy J.N., 2003, A new beam finite element for the analysis of functionally graded materials, International Journal of Mechanical Sciences 45(3): 519-539.
1
[2] Carrera E., Brischetto S., Robaldo A., 2008, Variable kinematic model for the analysis of functionally graded material plates, AIAA Journal 46(1): 194-203.
2
[3] Giunta G., Belouettar S., Carrera E., 2010, Analysis of FGM beams by means of classical and advanced theories, Mechanics of Advanced Materials and Structures 17(8): 622-635.
3
[4] Şimşek M., 2010, Vibration analysis of a functionally graded beam under a moving mass by using different beam theories, Composite Structures 92(4): 904-917.
4
[5] Elishakoff I., Becquet R., 2000, Closed-form solutions for natural frequencies for inhomogeneous beams with one sliding support and the other clamped, Journal of Sound and Vibration 238: 540-546.
5
[6] Calio I., Elishakoff I., 2005, Closed-form solutions for axially graded beam-columns, Journal of Sound and Vibration 280: 1083-1094.
6
[7] Bequet R., Elishakoff I., 2001, Class of analytical closed-form polynomial solutions for clamped-guided inhomogeneous beams, Chaos, Solitons & Fractals 12: 1657-1678.
7
[8] Calio I., Elishakoff I., 2004, Closed-form trigonometric solutions for inhomogeneous beam-columns on elastic foundation, International Journal of Structural Stability and Dynamics 4(1):139-146.
8
[9] Elishakoff I., Candan S., 2001, Apparently first closed-form solution for vibrating inhomogeneous beams, International Journal of Solids and Structures 38(19): 3411-3441.
9
[10] Calio I., Elishakoff I., 2004, Can a trigonometric function serve both as the vibration and the buckling mode of an axially graded structure, Mechanics Based Design of Structures and Machines 32(4): 401-421.
10
[11] Elishakoff I., 2001, Inverse buckling problem for inhomogeneous columns, International Journal of Solids and Structures 38(3):457-464.
11
[12] Elishakoff I., Becquet R., 2000, Closed-form solutions for natural frequencies for inhomogeneous beams with one sliding support and the other pinned, Journal of Sound and Vibration 238: 529-553.
12
[13] Becquet R., Elishakoff I., 2001, Class of analytical closed-form polynomial solutions for guided-pinned inhomogeneous beams, Chaos, Solitons & Fractals 12(8): 1509-1534.
13
[14] Guede Z., Elishakoff I., 2001, Apparently the first closed-form solution for inhomogeneous vibrating beams under axial loading, Proceedings of the Royal Society A 457(2007): 623-649.
14
[15] Elishakoff I., Guede Z., 2001, A remarkable nature of the effect of boundary conditions on closed-form solutions for vibrating inhomogeneous Euler-Bernoulli beams, Chaos, Solitons & Fractals 12: 659-704.
15
[16] Elishakoff I., 2001, Euler’s problem revisited: 222 years later, Meccanica 36: 265-272.
16
[17] Elishakoff I., Guede Z., 2001, Novel closed-form solutions in buckling of inhomogeneous columns under distributed variable loading, Chaos, Solitons & Fractals 12(6): 1075-1089.
17
[18] Elishakoff I., Johnson V., 2005, Apparently the first closed-form solution of vibrating inhomogeneous beam with a tip mass, Journal of Sound and Vibration 286: 1057-1066.
18
[19] Elishakoff I., Pentaras D., 2006, Apparently the first closed-form solution of inhomogeneous elastically restrained vibrating beams, Journal of Sound and Vibration 298(1-2): 439-445.
19
[20] Wu L., Wang Q.S., Elishakoff I., 2005, Semi-inverse for axially functionally graded beams with an anti-symmetric vibration mode, Journal of Sound and Vibration 284(3-5): 1190-1202.
20
[21] Elishakoff I., Perez A., 2005, Design of a polynomially inhomogeneous bar with a tip mass for specied mode shape and natural frequency, Journal of Sound and Vibration 287(4-5): 1004-1012.
21
[22] Elishakoff I., 2001, Some unexpected results in vibration of nonhomogeneous beams on elastic foundation, Chaos, Solitons & Fractals 12(12): 2177-2218.
22
[23] Guede Z., Elishakoff I., 2001, A fifth-order polynomial that serves as both buckling and vibration mode of an inhomogeneous structure, Chaos, Solitons & Fractals 12(7): 1267-1298.
23
[24] Elishakoff I., Guede Z., 2004, Analytical polynomial solutions for vibrating axially graded beams, Mechanics of Advanced Materials and Structures 11(6): 517-533.
24
[25] Huang Y., Li X.F.A., 2010, New approach for free vibration of axially functionally graded beams with non-uniform cross-section, Journal of Sound and Vibration 329(11): 2291-2303.
25
[26] Alshorbagy A.E., Eltaher M.A., Mahmoud F.F., 2011, Free vibration characteristics of a functionally graded beam by finite element method, Applied Mathematical Modelling 35(1): 412-425.
26
[27] Singh K.V., Li G., 2009, Buckling of functionally graded and elastically restrained non-uniform columns, Composites Part B 40(5): 393-403.
27
[28] Shahba A., Rajasekaran S., 2012, Free vibration and stability of tapered Euler–Bernoulli beams made of axially functionally graded materials, Applied Mathematical Modelling 36(7): 3094-3111.
28
[29] Shahba A., Attarnejad R., Hajilar S., 2013, A mechanical-based solution for axially functionally graded tapered euler-bernoulli beams, Mechanics of Advanced Materials and Structures 20: 696-707.
29
[30] Zarrinzadeh H., Attarnejad R., Shahba A., 2012, Free vibration of rotating axially functionally graded tapered beams, Proceedings of The Institution of Mechanical Engineers Part G-journal of Aerospace Engineering 226: 363-379.
30
[31] Shahba A., Attarnejad R., Zarrinzadeh H., 2013, Free Vibration Analysis of Centrifugally Stiffened Tapered Functionally Graded Beams, Mechanics of Advanced Materials and Structures 20(5): 331-338.
31
[32] Shahba A., Attarnejad R., TavanaieMarvi M., Hajilar S., 2011, Free vibration and stability analysis of axially functionally graded tapered Timoshenko beams with classical and non-classical boundary conditions, Composites Part B 42(4): 801-808.
32
[33] Shahba A., Attarnejad R., Hajilara S., 2011, Free vibration and stability of axially functionally graded tapered Euler-Bernoulli beams, Shock and Vibration 18(5): 683-696.
33
[34] Attarnejad R., 2010, Basic displacement functions in analysis of nonprismatic beams, Engineering with Computers 27(6): 733-745.
34
ORIGINAL_ARTICLE
Rayleigh Wave in an Incompressible Fibre-Reinforced Elastic Solid Half-Space
In this paper, the equation of motion for an incompressible transversely isotropic fibre-reinforced elastic solid is derived in terms of a scalar function. The general solution of the equation of motion is obtained, which satisfies the required radiation condition. The appropriate traction free boundary conditions are also satisfied by the solution to obtain the required secular equation for the Rayleigh wave speed. Iteration method is used to compute the numerical values of non-dimensional speed of Rayleigh wave. The dependence of the non-dimensional wave speed on non-dimensional material parameter is illustrated graphically. Effect of transverse isotropy is observed on the Rayleigh wave speed.
http://jsm.iau-arak.ac.ir/article_523190_b9bb080e7cd03d2f100af90103cd0cfe.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
365
371
Rayleigh wave
Fibre-reinforced
Incompressibility
Transverse isotropy
B
Singh
bsinghgc11@gmail.com
true
1
Department of Mathematics, Post Graduate Government College, Sector-11, Chandigarh - 160 011, India
Department of Mathematics, Post Graduate Government College, Sector-11, Chandigarh - 160 011, India
Department of Mathematics, Post Graduate Government College, Sector-11, Chandigarh - 160 011, India
LEAD_AUTHOR
[1] Anderson D.L., 1961, Elastic wave propagation in layered anisotropic media , Journal of Geophysical Research 66: 2953-2963.
1
[2] Belfield A. J., Rogers T. G., Spencer A.J.M., 1983, Stress in elastic plates reinforced by bres lying in concentric circles , Journal of the Mechanics and Physics of Solids 31: 25-54.
2
[3] Bose S.K., Mal A.K., 1974, Elastic waves in a fiber reinforced composite , Journal of the Mechanics and Physics of Solids 22: 217-229.
3
[4] Chadwick P., Smith G.D., 1977, Foundations of the theory of surface waves in anisotropic elastic materials, Advances in Applied Mechanics 17: 303-376.
4
[5] Chadwick P., 1993, Wave propagation in incompressible transversely isotropic elastic media I. Homogeneous plane waves , Proceedings of the Royal Irish Academy 93A: 231-253.
5
[6] Crampin S., Taylor D.B., 1971, The propagation of surface waves in anisotropic media , Geophysical Journal of the Royal Astronomical Society 25: 71-87.
6
[7] Destrade M., 2001, Surface waves in orthotropic incompressible materials , Acoustical Society of America 110:837-840.
7
[8] Destrade M., 2001, The explicit secular equation for surface acoustic waves in monoclinic elastic crystals , Acoustical Society of America 109:1398-1402.
8
[9] Destrade M., 2001, Surface waves in orthotropic incompressible materials , Acoustical Society of America 110: 837-840.
9
[10] Dowaikh M.A., Ogden R.W., 1990, On surface waves and deformations in a prestressed incompressible elastic solid , The IMA Journal of Applied Mathematics 44: 261-284.
10
[11] Hashin Z., Rosen W. B., 1964, The elastic moduli of bre reinforced materials , Journal of Applied Mechanics 31:223-232.
11
[12] Malischewsky P.G., 2000, A new formula for the velocity of Rayleigh waves Wave Motion 31: 93-96.
12
[13] Markham M. F.,1970, Measurement of the elastic constants of fibre composites by ultrasonics, Composites 1: 145-149.
13
[14] Mozhaev V.G.,1995, Some new ideas in the theory of surface acoustic waves in anisotropic media , In IUTAM Symposium on Anisotropy, Inhomogeneity and Nonlinearity in Solid Mechanics 39:455-462.
14
[15] Musgrave M.J.P., 1959, The propagation of elastic waves in crystals and other anisotropic media , Reports on Progress in Physics 22:74-96.
15
[16] Nair S., Sotiropoulos D.A., 1999, Interfacial waves in incompressible monoclinic materials with an interlayer , Mechanics of Materials 31:225-233.
16
[17] Nkemzi D., 1997, A new formula for the velocity of Rayleigh waves , Wave Motion 26:199-205.
17
[18] Rayleigh L., 1885, On waves propagated along the plane surface of an elastic solid , Proceedings of the Royal Society of London Series A 17:4-11.
18
[19] Ogden R.W., Vinh P.C., 2004 , On Rayleigh waves in incompressible orthotropic elastic solids , Acoustical Society of America 115:530-533.
19
[20] Ogden R.W., Singh B., 2011, Propagation of waves in an incompressible transversely isotropic elastic solid with initial stress: Biot revisited , Journal of Mechanics of Materials and Structures 6: 453-477.
20
[21] Ogden R.W., Singh B., 2014, The effect of rotation and initial stress on the propagation of waves in a transversely isotropic elastic solid , Wave Motion 51: 1108-1126.
21
[22] Royer D., Dieulesaint E., 1984, Rayleigh wave velocity and displacement in orthorhombic, tetragonal, hexagonal and cubic crystals , Acoustical Society of America 75:1438-1444.
22
[23] Scott N.H., Hayes M., 1976, Small vibrations of a fibre reinforced composite , Journal of Mechanics and Applied Mathematics 29:467-486.
23
[24] Scott N.H., 1992, Waves in a homogeneously prestrained incompressible, almost inex- tensible, fibre-reinforced elastic material , Proceedings of the Royal Irish Academy 92 A: 9-36.
24
[25] Scott N.H., 1991, Small vibrations of prestrained constrained elastic materials: the idealised fibre-reinforced material , International Journal of Solids and Structures 27:1969-1980.
25
[26] Sengupta P. R., Nath S., 2001, Surface waves in bre reinforced anisotropic elastic media , Sadhana 26:363-370.
26
[27] Shams M., Ogden R.W., 2014, On Rayleigh-type surface waves in an initially stressed incompressible elastic solid , The IMA Journal of Applied Mathematics 79: 360-372.
27
[28] Singh S. J., 2002 , Surface waves in bre reinforced anisotropic elastic media, Sadhana 27:1-3.
28
[29] Singh B., Singh S.J., 2004, Reection of plane waves at the free surface of a bre reinforced elastic half-space , Sadhana 29(3):249-257.
29
[30] Singh B., 2007, Wave propagation in an incompressible transversely isotropic fibre reinforced elastic media , Archive of Applied Mechanics 77:253-258.
30
[31] Singh B., Yadav A.K., 2013, Reflection of plane waves from a free surface of a rotating fibre reinforced elastic solid half-space with magnetic field , Journal of Applied Mathematics and Mechanics 9:75-91.
31
[32] Stoneley R., 1963, The propagation of surface waves in an elastic medium with orthorhombic symmetry , Geophysical Journal of the Royal Astronomical Society 8:176-186.
32
[33] Ting T.C.T., 2002, An explicit secular equation for surface waves in an elastic material of general anisotropy , Journal of Mechanics and Applied Mathematics 55:297-311.
33
[34] Vinh P.C., Linh N.T.K., 2013, Rayleigh waves in an incompressible elastic half-space overlaid with a water layer under the effect of gravity, Meccanica 48:2051-2060.
34
ORIGINAL_ARTICLE
Creep Evolution Analysis of Composite Cylinder Made of Polypropylene Reinforced by Functionally Graded MWCNTs
Polypropylene is one of the most common, fastest growing and versatile thermoplastics currently used to produce tanks and chemical piping systems. Even at room temperature creep is considerable for polypropylene products. The creep behavior of strains, stresses, and displacement rates is investigated in a thick-walled cylinder made of polypropylene reinforced by functionally graded (FG) multi-walled carbon nanotubes (MWCNTs) using Burgers viscoelastic creep model. The mechanical properties of the composite are obtained based on the volume content of the MWCNTs. Loading is composed of an internal pressure and a uniform temperature field. Using equations of equilibrium, stress-strain and strain-displacement, a constitutive differential equation containing total creep strains is obtained. Creep strain increments are accumulated incrementally during the life of the vessel. Creep strain increments are related to the current stresses and the material uniaxial Burgers creep model by the well-known Prandtl-Reuss relations. A semi-analytical solution using Prandtl-Reuss relation has been developed to determine history of stresses, strains and displacements. The results are plotted against dimensionless radius for different volume content of MWCNTs. It has been found that the creep radial and circumferential strains of the cylinder reduce with increasing content of carbon nanotubes. It has also been concluded that the uniform distribution of MWCNTs reinforcement does not considerably influence on stresses.
http://jsm.iau-arak.ac.ir/article_523191_0ce8a66ade72e3d49f81de33eaac1e9d.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
372
383
Composite FG cylinder
Time-dependent creep
Burgers model
Polypropylene
MWCNTs reinforcement CNT
A
Loghman
aloghman@kashanu.ac.ir
true
1
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
LEAD_AUTHOR
H
Shayestemoghadam
true
2
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
AUTHOR
E
Loghman
true
3
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
AUTHOR
[1] Boyle J.T, Spence J.,1983, Stress Analysis for Creep, Butterworth-Heinemann, Southampton, Butterworth, UK.
1
[2] Ghorbanpour Arani A., Haghshenas A., Amir S., Mozdianfard M., Latifi M., 2013, Electro-thermo mechanical response of thick-walled piezoelectric cylinder reinforced by boron nitride nanotubes, Strength of Materials 45 (1): 102-115.
2
[3] PAI D.H., 1967, Steady-state creep analysis of thick-walled orthotropic cylinders, International Journal of Mechanical Sciences 9 : 335-348.
3
[4] Bhatnagar N.S., Arya V.K., 1974, Large strain creep analysis of thick-walled cylinders, International Journal of Non-Linear Mechanic 9 : 127-140.
4
[5] Bhatnagar N.S., Kulkarni P.S., Arya V. K., 1984, Creep analysis of an internally pressurized orthotropic rotating cylinder, Nuclear Engineering and Design 83 : 379-388.
5
[6] Bhatnagar N.S., Pradnya K., Arya V. K., 1986, Analysis of an orthotropic thick-walled cylinder under primary creep conditions, International Journal of Pressure Vessels and Piping 23 : 165-185.
6
[7] Le Moal P., Perreux D., 1994, Evaluation of creep compliances of unidirectional fibre-reinforced composites, Composites Science and Technology 51: 469-477.
7
[8] Singh S.B., Ray S., 2002, Modeling the anisotropy and creep in orthotropic aluminum–silicon carbide composite rotating disc, Mechanics of Materials 34 : 363-372.
8
[9] Yang J.L., Zhang Z., Schlarb A.L., Friedrich K., 2006, On the characterization of tensile creep resistance of polyamide 66 nanocomposites. Part II: Modeling and prediction of long-term performance, Polymer 47 : 6745- 6758.
9
[10] Loghman A. , Shokouhi N., 2009, Creep damage evaluation of thick-walled spheres using a long-term creep constitutive model, Journal of Mechanical Science and Technology 23 : 2577-2582.
10
[11] Aleayoub S.M.A., Loghman A., 2010, Creep stress redistribution analysis of thick-walled FGM sphere, Journal of Solid Mechanics 2 : 115-128.
11
[12] Choi H.J., Bae D.H., 2011, Creep properties of aluminum-based composite containing multi-walled carbon nanotubes, Scripta Materialia 65 : 194-197.
12
[13] Jia Y., Peng K., Gong X.L., Zhang Z., 2011, Creep and recovery of polypropylene/carbon nanotube composites, International Journal of Plasticity 27 : 1239-1251.
13
[14] Loghman A., Ghorbanpour Arani A., Aleayoub S.M.A., 2011, Time-dependent creep stress redistribution analysis of thick-walled functionally graded spheres, Mechanics of Time-Dependent Materials 15 : 353-365.
14
[15] Loghman A., Ghorbanpour Arani A., Shajari A. R., Amir S., 2011, Time-dependent thermo- elastic creep analysis of rotating disk made of Al–SiC composite, Archive of Applied Mechanics 81 : 1853-1864.
15
[16] Loghman A., Askari Kashan A., Younesi Bidgoli M., Shajari A. R., Ghorbanpour Arani A., 2013, Effect of particle content, size and temperature on magneto-thermo-mechanical creep behavior of composite cylinders, Journal of Mechanical Science and Technology 27: 1041-1051.
16
[17] Loghman A., Atabakhshian V., 2012, Semi-analytical solution for time-dependent creep analysis of rotating cylinders made of anisotropic exponentially graded material (EGM), Journal of Solid Mechanics 4 (3): 313-326.
17
[18] Nejad M. Z., Kashkoli M. D., 2014, Time-dependent thermo-creep analysis of rotating FGM thick-walled cylindrical pressure vessels under heat flux, International Journal of Engineering Science 82 : 222-237.
18
[19] Mileiko S.T., 1970, Steady state creep of a composite with short fibers, Journal of Materials Science 5 : 254-261.
19
[20] Monfared V., 2015, A displacement based model to determine the steady state creep strain rate of short fiber composites, Composites Science and Technology 107: 18-28.
20
[21] Monfared V., Mondali M., 2014, Semi-analytically presenting the creep strain rate and quasi shear-lag model as well as FEM prediction of creep debonding in short fiber, Composites Materials and Design 54 : 368-374.
21
[22] Tang L.C., Wang X., Gong L.X., Peng K., Zhao L., Chen Q., Wu L.B., Jiang J.X., Lai G.Q., 2014, Creep and recovery of polystyrene composites filled with graphene additives, Composites Science and Technology 91: 63-70.
22
[23] Boresi A. P., Schmidt R. J., Sidebottom O. M., 1993, Advanced Mechanics of Materials, John Wiley & Sons .
23
[24] Ghorbanpour Arani A., Loghman A., Shajari A. R., Amir S., 2010, Semi-analytical solution of magneto-thermo elastic stresses for functionally graded variable thickness rotating disks, Journal of Mechanical Science and Technology 24 : 2107-2117.
24
[25] Hosseini Kordkheili S.A., Naghdabadi R., 2007, Thermo-elastic analysis of a functionally graded rotating disk, Composite Structures 79 : 508-516 .
25
[26] Loghman A., Ghorbanpour Arani A., Amir S., Vajedi S., 2010, Magnetothermoelastic creep analysis of functionally graded cylinders, International Journal of Pressure Vessels and Piping 87: 389-395.
26
[27] Mendelson A., 1968, Plasticity Theory and Applications, The Macmillan Company, New York .
27
ORIGINAL_ARTICLE
Crack Tip Constraint for Anisotropic Sheet Metal Plate Subjected to Mode-I Fracture
On the ground of manufacturing, sheet metal parts play a key role as they cover about half of the production processes. Sheet metals are commonly obtained from rolling and forming processes which causes misalignment of micro structure resulting obvious anisotropic characteristics and micro cracks. Presence of micro cracks poses serious attention, when stresses at the tip reach to the critical value. Present research deals with a thin anisotropic plate, containing an edge crack subjected to mode-I condition. To predict the nature of crack propagation, anisotropic triaxiality is formulated with special reference to Lankford’s coefficient and degree of anisotropy. The distribution of magnitude of anisotropic triaxiality is shown with respect to polar angle at crack tip supplemented by plastic zone shapes. Numerical evaluation has been carried out by considering five different cases of plane stress condition using Hill-von Mises yield criteria. Critical values so obtained apropos respective cases, as traced on the yield locus had been used to predict the location of crack propagation in sheet metal. It is revealed that the angle through which the crack propagate do not remain invariable for all combinations of Lankford’s coefficient and degree of anisotropy but it shifts for two of the five cases taken into consideration.
http://jsm.iau-arak.ac.ir/article_523196_a00dd126278293b043c5b8a483ef2c94.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
384
402
Triaxiality
Lankford’s coefficient
Mode I Fracture
Degree of anisotropy
Hill von mises criteria
R
Kacker
true
1
Department of Industrial and Production Engineering, National Institute of Technology, Jalandhar, India
Department of Industrial and Production Engineering, National Institute of Technology, Jalandhar, India
Department of Industrial and Production Engineering, National Institute of Technology, Jalandhar, India
AUTHOR
S.S
Bhadauria
bhadauriass@nitj.ac.in
true
2
Department of Industrial and Production Engineering, National Institute of Technology, Jalandhar, India
Department of Industrial and Production Engineering, National Institute of Technology, Jalandhar, India
Department of Industrial and Production Engineering, National Institute of Technology, Jalandhar, India
LEAD_AUTHOR
Lou Y., Yoon J. W., Huh H., 2014, Modeling of shear ductile fracture considering a changeable cut-off value for stress triaxiality, International Journal of Plasticity 54: 56-80.
1
[2] Ognedal A.S., Clausen A. H., Dahlen A., Hopperstad O. S., 2014, Behavior of PVC and HDPE under highly triaxial stress states: An experimental and numerical study, Mechanics of Materials 72: 94-108.
2
[3] Lou Y., 2013, Evaluation of ductile fracture criteria in a general three-dimensional stress state considering the stress triaxiality and the, Acta Mechanica Solida Sinica 26(6): 642-658.
3
[4] Paul S. K., 2013, Effect of martensite volume fraction on stress triaxiality and deformation behavior of dual phase steel, Materials & Design 50: 782-789.
4
[5] Jackiewicz J., 2011, Use of a modified Gurson model approach for the simulation of ductile fracture by growth and coalescence of microvoids under low, medium and high stress triaxiality loadings, Engineering Fracture Mechanics 78(3): 487-502.
5
[6] Peirs J., Verleysen P., Degrieck J., 2011, Experimental study of the influence of strain rate on fracture of Ti6Al4V, Procedia Engineering 10: 2336-2341.
6
[7] Ha S., Ã K. K., 2010, Void growth and coalescence in f . c . c . single crystals, International Journal of Mechanical Sciences 52(7):863-873.
7
[8] Trattnig G., Antretter T., Pippan R., 2008, Fracture of austenitic steel subject to a wide range of stress triaxiality ratios and crack deformation modes, Engineering Fracture Mechanics 75: 223-235.
8
[9] Bru M., Chyra O., Albrecht D., 2008, A ductile damage criterion at various stress triaxialities, International Journal of Plasticity 24:1731-1755.
9
[10] Zhang W., Deng X., 2007, Mixed-mode I/II fields around a crack with a cohesive zone ahead of the crack tip, Mechanics Research Communications 34: 172-180.
10
[11] Zhu H., Zhu L., Lv X., 2007, Investigation of fracture mechanism of 6063 aluminum alloy under different stress states , International Journal of Fracture 146:159-172.
11
[12] Bao Y., 2005, Dependence of ductile crack formation in tensile tests on stress triaxiality, stress and strain ratios, Engineering Fracture Mechanics 72(4):505-522.
12
[13] Bao Y., Wierzbicki T., 2005, On the cut-off value of negative triaxiality for fracture, Engineering Fracture Mechanics 72 :1049-1069.
13
[14] Bao Y., Wierzbicki T., 2004, On fracture locus in the equivalent strain and stress triaxiality space, International Journal of Mechanical Sciences 46: 81-98.
14
[15] Kim Y., Schwalbe K., 2004, Numerical analyses of strength mis-match effect on local stresses for ideally plastic materials, Engineering Fracture Mechanics 71:1177-1199.
15
[16] Hopperstad O. S., Børvik T., Langseth M., Labibes K., Albertini C., 2003, On the influence of stress triaxiality and strain rate on the behaviour of a structural steel, European Journal of Mechanics- A/Solids 22: 1-13.
16
[17] Shama A., Zarghamee M., Ojdrovic R., Schafer B., 2003, Seismic damage evaluation of a steel building using stress triaxiality, Engineering Structures 25: 271-279.
17
[18] Ores B., Co M., Str A., 2001, The effect of stress triaxiality on tensile behavior of cavitating specimens, Journal of Materials Science 6: 5155-5159.
18
[19] City K., 2000, Fracture and yield behavior of adhesively bonded joints under triaxial stress conditions, Journal of Materials Science 5: 2481-2491.
19
[20] Zhu Y., Dodd B., Caddell R. M., Hosford W. F., 1987, Convexity restrictions on non-quadratic anisotropic yield criteria, International Journal of Mechanical Sciences 29(10): 733-741.
20
[21] Hance B.M., 2005, Influence of Discontinuous Yielding on Normal Anisotropy (<I>R</I>-Value) Measurements, Journal of Materials Engineering and Performance 14: 616-622.
21
[22] Bhadauria S. S., Hora M. S., Pathak K. K., 2009, Effect of stress triaxiality on yielding of anisotropic, Journal of Solid Mechanics 1(3): 226-232.
22
ORIGINAL_ARTICLE
Normal and Parallel Permeability of Preform Composite Materials used in Liquid Molding Processes: Analytical Solution
The permeability of the preform composite materials used in liquid molding processes such as resin transfer molding and structural reaction injection molding is a complex function of weave pattern and packing characteristics. The development of tools for predicting permeability as a function of these parameters is of great industrial importance. Such capability would speed process design and optimization and provide a step towards establishing processing-performance relations. In this study, both normal and parallel permeability of fibrous media comprised of ordered arrays of elliptical cylinders is studied analytically. A novel scale analysis technique is employed for determining the normal permeability of arrays of elliptical fibers. In this technique, the permeability is related to the geometrical parameters such as porosity, elliptical fiber diameters, and the tortuosity of the medium. Following a unit cell approach, compact relationships are proposed for the first time for the normal permeability of the studied geometries. A comprehensive analysis is also performed to determine the permeability of ordered arrays of elliptical fibers over a wide range of porosity and fiber diameters. The developed compact relationship is successfully verified through comparison with the present results. As a result of assuming an elliptical cross section for the fibers in this analytical analysis, an extra parameter comes to play; therefore, the present analytical solution will be more complicated than those developed for circular fiber type in the literature.
http://jsm.iau-arak.ac.ir/article_523197_51ccb176a86348eb6798109fee5e1036.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
403
417
permeability
Elliptical fibers
Fibrous media
Scale analysis
Analytical
Parametric study
M
Nazari
mnazari@shahroodut.ac.ir
true
1
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
LEAD_AUTHOR
M.M
Shahmardan
true
2
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
AUTHOR
M
Khaksar
true
3
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
AUTHOR
M
Khatib
true
4
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
AUTHOR
S
Mosayebi
true
5
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
Mechanical Engineering, Shahrood University of Technology
AUTHOR
[1] Tomadakis M. M., Robertson T. J. , 2005, Viscous permeability of random fiber structures: comparison of electrical and diffusional estimates with experimental and analytical results, Journal of Composite Materials 39(2): 163-188.
1
[2] Gostick J. T., Fowler M. W., Pritzker M. D., Ioannidis M. A., Behra L. M. , 2006, In-plane and through-plane gas permeability of carbon fiber electrode backing layers, Journal of Power Sources 162(1): 228-238.
2
[3] Ismail M. S., Hughes K. J., Ingham D. B., Ma L., Pourkashanian M., 2012, Effects of anisotropic permeability and electrical conductivity of gas diffusion layers on the performance of proton exchange membrane fuel cells, Applied Energy 95: 50-63.
3
[4] Tamayol A., Hooman K., 2011, Thermal assessment of forced convection through metal foam heat exchangers, Journal of Heat Transfer 133(11): 111801-111808.
4
[5] Tamayol A., McGregor F., Bahrami M., 2012, Single phase through-plane permeability of carbon paper gas diffusion layers, Journal of Power Sources 204: 94-99.
5
[6] Kaviany M., 1995, Principles of Heat Transfer in Porous Media, Springer-Verlag, New York.
6
[7] Yazdchi K., Luding S., 2012, Towards unified drag laws for inertial flow through fibrous materials, Chemical Engineering Journal 207–208: 35-48.
7
[8] Jackson G. W., James D. F., 1986, The permeability of fibrous porous media, The Canadian Journal of Chemical Engineering 64(3): 364-374.
8
[9] Tamayol A., Bahrami M., 2011, Transverse permeability of fibrous porous media, Physical Review E 83(4): 046314.
9
[10] Mattern K. J., Deen W. M. , 2008, Mixing rules for estimating the hydraulic permeability of fiber mixtures, AIChE Journal 54(1): 32-41.
10
[11] Happel J., 1959, Viscous flow relative to arrays of cylinders, AIChE Journal 5(2): 174-177.
11
[12] Carman P. C. , 1938, The determination of the specific surface of powders, Journal of the Chemical Society, Transactions 57: 225-234.
12
[13] Sullivan R. R., 1942, Specific surface measurements on compact bundles of parallel fibers, Journal of Applied Physics 13(11): 725-730.
13
[14] Sparrow E. M., Loeffler A. L., 1959, Longitudinal laminar flow between cylinders arranged in regular array, AIChE Journal 5(3): 325-330.
14
[15] Hasimoto H., 1959, On the periodic fundamental solutions of the Stokes equations and their application to viscous flow past a cubic array of spheres, Journal of Fluid Mechanics 5(02): 317-328.
15
[16] Kuwabara S., 1959, The forces experienced by randomly distributed parallel circular cylinders or spheres in a viscous flow at small Reynolds numbers, Journal of the Physical Society of Japan 14: 527-532.
16
[17] Sangani A. S., Acrivos A., 1982, Slow flow past periodic arrays of cylinders with application to heat transfer, International Journal of Multiphase Flow 8(3): 193-206.
17
[18] Drummond J. E., Tahir M. I., 1984, Laminar viscous flow through regular arrays of parallel solid cylinders, International Journal of Multiphase Flow 10(5): 515-540.
18
[19] Hellou M., Martinez J., El Yazidi M., 2004, Stokes flow through microstructural model of fibrous media, Mechanics Research Communications 31(1): 97-103.
19
[20] Tamayol A., Bahrami M., 2009, Analytical determination of viscous permeability of fibrous porous media, International Journal of Heat and Mass Transfer 52(9): 2407-2414.
20
[21] Gebart B. R., 1992, Permeability of unidirectional reinforcements for RTM, Journal of Composite Materials 26(8): 1100-1133.
21
[22] Van der Westhuizen J., Prieur Du Plessis J., 1996, An attempt to quantify fibre bed permeability utilizing the phase average Navier-Stokes equation, Composites Part A: Applied Science and Manufacturing 27(4): 263-269.
22
[23] Sahraoui M., Kaviany M., 1992, Slip and no-slip velocity boundary conditions at interface of porous, plain media, International Journal of Heat and Mass Transfer 35(4): 927-943.
23
[24] Sobera M. P., Kleijn C. R., 2006, Hydraulic permeability of ordered and disordered single-layer arrays of cylinders, Physical Review E 74(3): 036301-036311.
24
[25] Clague D. S., Phillips R. J., 1997, A numerical calculation of the hydraulic permeability of three-dimensional disordered fibrous media, Physics of Fluids 9: 1562-1572.
25
[26] Nabovati A., Llewellin E. W., Sousa A., 2009, A general model for the permeability of fibrous porous media based on fluid flow simulations using the lattice Boltzmann method, Composites Part A: Applied Science and Manufacturing 40(6): 860-869.
26
[27] Higdon J. J. L., Ford G. D., 1996, Permeability of three-dimensional models of fibrous porous media, Journal of Fluid Mechanics 308: 341-361.
27
[28] Dahua Sh., Lin Y., Youhong T., Jintu F., Feng D. , 2013, Transverse permeability determination of dual-scale fibrous materials, International Journal of Heat and Mass Transfer 58(1–2): 532-539.
28
[29] Dahua Sh., Lin Y., Jintu F., 2014, On the longitudinal permeability of aligned fiber arrays, Journal of Composite Materials 0021998314540192.
29
[30] Xiaohu Y.,Tian Jian L., Tongbeum K., 2014, An analytical model for permeability of isotropic porous media, Physics Letters A 378(30–31): 2308-2311.
30
[31] Dahua Sh., Lin Y., Jintu F., 2015, Longitudinal permeability determination of dual-scale fibrous materials, Composites Part A: Applied Science and Manufacturing 68: 42-46.
31
[32] White F.M.,2003, Fluid Mechanics, McGraw-Hill Higher Education.
32
[33] Archie G. E., 1942, The electrical resistivity log as an aid in determining some reservoir characteristics, Transactions of the AIME 146(99): 54-62.
33
[34] Shen L., Chen Z., 2007, Critical review of the impact of tortuosity on diffusion, Chemical Engineering Science 62(14): 3748-3755.
34
[35] Versteeg H. K., Malalasekera W., 1995, An Introduction to Computational Fluid Dynamics, Longman Scientific and Technical, Essex, UK.
35
[36] Bergelin O. P., Brown G. A., Hull H. L., Sullivan F. W., 1950, Heat transfer and fluid friction during viscous flow across banks of tubes–III. A study of tube spacing and tube size, Transactions of the ASME 72: 881-888.
36
[37] Chmielewski C., Jayaraman K., 1992, The effect of polymer extensibility on crossflow of polymer solutions through cylinder arrays, Journal of Rheology 36: 1105-1126.
37
[38] Khomami B., Moreno L. D., 1997, Stability of viscoelastic flow around periodic arrays of cylinders, Rheologica Acta 36(4): 367-383.
38
[39] Kirsch A. A., Fuchs N. A., 1967, Studies on fibrous aerosol filters—II. Pressure drops in systems of parallel cylinders, Annals of Occupational Hygiene 10(1): 23-30.
39
[40] Sadiq T. A. K., Advani S. G., Parnas R. S., 1995, Experimental investigation of transverse flow through aligned cylinders, International Journal of Multiphase Flow 21(5): 755-774.
40
[41] Zhong W. H., Currie I. G., James D. F., 2006, Creeping flow through a model fibrous porous medium, Experiments in Fluids 40(1): 119-126.
41
[42] Skartsis L., Kardos J.L., 1992, The newtonian permeability and consolidation of oriented carbon fiber beds, Proceedings of American Society of Composites Technical Conference 5 :548-556.
42
[43] Sangani A. S., Yao C. , 1988, Transport processes in random arrays of cylinders: II-viscous flow, Physics of Fluids 31: 2435-2444.
43
[44] Tamayol A., Bahrami M., 2010, Parallel flow through ordered: An analytical approach, Journal of Fluids Engineering 132: 114502.
44
ORIGINAL_ARTICLE
Longitudinal-Torsional and Two Plane Transverse Vibrations of a Composite Timoshenko Rotor
In this paper, two kinds of vibrations are considered for a composite Timoshenko rotor: longitudinal-torsional vibration and two plane transverse one. The kinetic and potential energies and virtual work due to the gyroscopic effects are calculated and the set of six governing equations and boundary conditions are derived using Hamilton principle. Differential quadrature method (DQM) is used as a strong numerical method and natural frequencies and mode shapes are derived. Effects of the rotating speed and the lamination angle on the natural frequencies are studied for various boundary conditions; meanwhile, critical speeds of the rotor are determined. Two kinds of critical speeds are considered for the rotor: the resonance speed, which happens as rotor rotates near one of the natural frequencies, and the instability speed, which occurs as value of the first natural frequency decreases to zero and rotor becomes instable.
http://jsm.iau-arak.ac.ir/article_523198_48a86a1206615e064bb0e9fbb74be9e2.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
418
434
Longitudinal-torsional vibration
Transverse vibration
Composite rotor
DQM
M
Irani Rahagi
irani@kashanu.ac.ir
true
1
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
LEAD_AUTHOR
A
Mohebbi
true
2
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
AUTHOR
H
Afshari
true
3
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
Department of Solid Mechanics, Faculty of Mechanical Engineering, University of Kashan
AUTHOR
[1] Zu J., Hans R.P., 1992, Natural frequencies and normal modes of a spinning beam with general boundary conditions, Journal of Applied Mechanics, Transactions ASME 59:197-204.
1
[2] Zu J., Melanson J., 1998, Natural frequencies and normal modes of for externally damped spinning Timoshenko beams with general boundary conditions, Journal of Applied Mechanics, Transactions ASME 65:770-772.
2
[3] Dos Reis H. L. M., Goldman R. B., Verstrate P. H., 1987, Thin-walled laminated composite cylindrical tubes—part III: critical speed analysis, Journal of Composites Technology and Research 9(2):58-62.
3
[4] Gupta K., Singh S. E., 1996, Dynamics of composite rotors, Proceedings of the Indo-US Symposium on Emerging Trends in Vibration and Noise Engineering, New Delhi, India.
4
[5] Bert C.W., 1992, The effects of bending twisting coupling on the critical speed of drive shafts, Composite Materials, 6th Japan/US Conference, Orlando Lancaster.
5
[6] Kim C.D., Bert C.W., 1993, Critical speed analysis of laminated composite, hollow drive shafts, Composites Engineering 3:633-643.
6
[7] Banerjee J.R., Su H., 2006, Dynamic stiffness formulation and free vibration analysis of a spinning composite beam, Computers and Structures 84: 1208-1214.
7
[8] Chang M.Y., Chen J.K., Chang C.Y., 2004, A simple spinning laminated composite shaft model, International Journal of Solids and Structures 41(4): 637-662.
8
[9] Boukhalfa A., Hadjoui A., 2010, Free vibration analysis of an embarked rotating composite shaft using the hp-version of the FEM, Latin American Journal of Solids and Structures 7: 105-141.
9
[10] Choi S.H., Pierre C., Ulsoy A.G., 1992, Consistent modeling of rotating Timoshenko shafts subject to axial loads, Journal of Vibration and Acoustics 114: 249-259.
10
[11] Bert C.W., Malik M., 1996, Differential quadrature method in computational mechanics: A review, Applied Mechanics Reviews 49: 1-28.
11
[12] Du H, Lim M.K., Lin N.R., 1994, Application of generalized differential quadrature method to structural problems, International Journal for Numerical Methods in Engineering 37:1881-1896.
12
[13] Sun J., Ruzicka M., 2006, A calculation method of hollow circular composite beam under general loadings, Bulletin of Applied Mechanics 3(12): 105-114.
13
[14] Reddy J.N., 2004, Mechanics of Laminated Composite Plates and Shells: Theory and Analysis, CRC Press, Boca Raton, FL.
14
ORIGINAL_ARTICLE
Seismic Analysis of Rectangular Concrete Tanks by Considering Fluid and Tank Interaction
Many liquid storage tanks around the world have affected by earthquakes. This structure can store dangerous chemical liquids. Hence dynamic behavior of ground supported rectangular storage tanks is very important due to their applications in industrial facilities. In current research, the seismic behavior of two water storage rectangular concrete tanks is examined. For this purpose, these tanks are modeled in FEM software for analyzing. These tanks are analyzed under four type of analysis: static, modal, response-spectrum and time-history analysis. Time history analysis can take all the nonlinear factors into the analysis, so it is used to estimate the exact amount of structural response. In time history analysis, earthquake accelerograms of Tabas, Kobe and Cape Mendocino have been applied to tanks. Finally, it is resulted that Displacement, base shear and wave height obtained from time history analysis are more than those of response spectrum analysis, indicating insufficiency of response spectrum analysis. In time history analysis, the maximum displacement is achieved in highest part of the tanks. It is due to the wave height which created in earthquake. By increasing in dimension, the wave height is also increased.
http://jsm.iau-arak.ac.ir/article_523199_6ae19dee7b8a1c61d917ae5f710af3eb.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
435
445
Rectangular tank
Earthquake
Time history
Accelerograms
Wave height
M
Yazdanian
yazdanian.mohsen@yahoo.com
true
1
Department of Civil Eengineering, Dezful Branch, Islamic Azad University
Department of Civil Eengineering, Dezful Branch, Islamic Azad University
Department of Civil Eengineering, Dezful Branch, Islamic Azad University
LEAD_AUTHOR
S.V
Razavi
true
2
Department of Civil Engineering, Jundi-Shapur University of Technology
Department of Civil Engineering, Jundi-Shapur University of Technology
Department of Civil Engineering, Jundi-Shapur University of Technology
AUTHOR
M
Mashal
true
3
Department of Irigation Engineering, Aburaihan Campus, Tehran University
Department of Irigation Engineering, Aburaihan Campus, Tehran University
Department of Irigation Engineering, Aburaihan Campus, Tehran University
AUTHOR
[1] Bayraktar A., Sevim B., Altunışık A., Türker T ., 2010, Effect of the model updating on the earthquake behavior of steel storage tanks, Journal of Constructional Steel Research 66 (3): 462-469.
1
[2] Livaoglu R., 2008, Investigation of seismic behavior of fluid–rectangular tank–soil/ foundation systems in frequency domain, Soil Dynamics and Earthquake Engineering 28: 132-146.
2
[3] Shekari M., Khaji N., Ahmadi M., 2010, On the seismic behavior of cylindrical base-isolated liquid storage tanks excited by long-period ground motions, Soil Dynamics and Earthquake Engineering 30(10): 968-980.
3
[4] Sezen H., Livaoglu R., Dogangun A., 2008, Dynamic analysis and seismic performance evaluation of above-ground liquid containing tanks, Journal of Structural Engineering 30: 794-803.
4
[5] Sezen H., Whittaker A.S., Elwood K.J., Mosalam K.M., 2003, Performance of reinforced concrete and wall buildings during the August 17, 1999 Kocaeli, Turkey earthquake, and seismic design and construction practice in Turkey, Journal of Structural Engineering 25 (1):103-114.
5
[6] Sezen H., Whittaker A.S., 2004, Performance evaluation of industrial facilities during the 1999 Kocaeli, Turkey earthquake, Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada.
6
[7] Korkmaz K.A., Sari A., Carhoglu A.I., 2011, Seismic risk assessment of storage tanks in Turkish industrial facilities, Journal of Loss Prevention in the Process Industries 24(4): 314-320.
7
[8] Housner G.W., 1957, Dynamic pressures on accelerated fluid containers, Bulletin of the Seismological Society of America 47(1): 15-37.
8
[9] Housner G.W., 1963, The dynamic behavior of water tanks, Bulletin of the Seismological Society of America 53(2): 381-387.
9
[10] Edwards N., 1969, A procedure for the dynamic analysis of thin walled cylindrical liquid storage tanks, Ph.D Thesis, Ann Arbor (MI), University of Michigan.
10
[11] Epstein H.I., 1976, Seismic design of liquid storage tanks, Journal of the Structural Division ASCE 102: 1659-1673.
11
[12] Haroun M.A., 1984, Stress analysis of rectangular walls under seismically induced hydrodynamic loads, Bulletin of the Seismological Society of America 74(3):1031-1041.
12
[13] Haroun M.A., Tayel M.A., 1985, Response of tanks to vertical seismic excitations, Earthquake Engineering and Structural Dynamic 13: 583-595.
13
[14] Rosenblueth E., Newmark N.M., 1971, Fundamentals of Earthquake Engineering, Englewood Cliffs, NJ: Prentice-Hall.
14
[15] Veletsos A.S., Yang J.Y., 1977, Earthquake response of liquid storage tanks, in advances in civil engineering through engineering mechanics, Proceedings of the Second Engineering Mechanics Specialty Conference, ASCE/EMD Specialty Conference, Raleigh, NC.
15
[16] Park J.H., Koh H.M., Kim J., 1990, Liquid-structure interaction analysis by coupled boundary element-finite element method in time domain, Proceedings of 7th International Conference on Boundary Element Technology, BE-TECH/92, Southampton ,England.
16
[17] Chen J.Z., Kianoush M.R., 2005, Seismic response of concrete rectangular tanks for liquid containing structures, Canadian Journal of Civil Engineering 32: 739-752.
17
[18] Virella J.C., Godoy L.A., Suarez L.E., 2006, Fundamental modes of tank-liquid systems under horizontal motions, Engineering Structures 28(10):1450-1461.
18
[19] Ozdemir Z., Souli M., Fahjan Y.M., 2010, Application of nonlinear fluid–structure interaction methods to seismic analysis of anchored and unanchored tanks, Journal of Engineering Structures 32: 409-423.
19
[20] Kianoush M.R., Chen J.Z., 2006, Effect of vertical acceleration on response of concrete rectangular liquid storage tanks, Engineering Structures 28(5):704-715.
20
[21] Livaoglu R., 2008, Investigation of seismic behavior of fluid–rectangular tank–soil/ foundation systems in frequency domain, Soil Dynamics and Earthquake Engineering 28: 132-146.
21
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ORIGINAL_ARTICLE
Variational Principle, Uniqueness and Reciprocity Theorems in Porous Piezothermoelastic with Mass Diffusion
The basic governing equations in anisotropic elastic material under the effect of porous piezothermoelastic are presented. Biot [1], Lord & Shulman [4] and Sherief et al. [5] theories are used to develop the basic equations for porous piezothermoelastic with mass diffusion material. The variational principle, uniqueness theorem and theorem of reciprocity in this model are established under the assumption of positive definiteness of elastic, porousthermal, chemical potential and electric field.
http://jsm.iau-arak.ac.ir/article_523200_fd05a2c5f80ab6ca1c13afec98e22df4.pdf
2016-06-30T11:23:20
2020-05-26T11:23:20
446
465
Piezothermoelastic
Porous
Variational principle
Uniqueness
Reciprocity
R
Kumar
rajneesh_kuk@rediffmail.com
true
1
Department of Mathematics, Kurukshetra University, Kurukshetra 136119, Haryana, India
Department of Mathematics, Kurukshetra University, Kurukshetra 136119, Haryana, India
Department of Mathematics, Kurukshetra University, Kurukshetra 136119, Haryana, India
LEAD_AUTHOR
P
Sharma
true
2
Department of Mathematics, Kurukshetra University, Kurukshetra 136119, Haryana, India
Department of Mathematics, Kurukshetra University, Kurukshetra 136119, Haryana, India
Department of Mathematics, Kurukshetra University, Kurukshetra 136119, Haryana, India
AUTHOR
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