Articles

Three-dimensional elasticity solutions for bending of generally supported thick functionally graded plates

Expand
  • 1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, P.R. China;
    2. School of Civil Engineering, Zhejiang University City College, Hangzhou 310058, P.R. China;
    3. Department of Civil Engineering, Zhejiang University, Hangzhou 310058, P.R. China

Received date: 2013-11-29

  Revised date: 2014-04-30

  Online published: 2014-11-01

Supported by

Project supported by the National Natural Science Foundation of China (Nos. 51108412, 11472244, and 11202186), the National Basic Research Program of China (973 Program) (No. 2013CB035901), the Fundamental Research Funds for the Central Universities (No. 2014QNA4017), and the Zhejiang Provincial Natural Science Foundation of China (No. LR13A020001)

Abstract

Three-dimensional elasticity solutions for static bending of thick functionally graded plates are presented using a hybrid semi-analytical approach-the state-space based differential quadrature method (SSDQM). The plate is generally supported at four edges for which the two-way differential quadrature method is used to solve the in-plane variations of the stress and displacement fields numerically. An approximate laminate model (ALM) is exploited to reduce the inhomogeneous plate into a multi-layered laminate, thus applying the state space method to solve analytically in the thickness direction. Both the convergence properties of SSDQM and ALM are examined. The SSDQM is validated by comparing the numerical results with the exact solutions reported in the literature. As an example, the Mori-Tanaka model is used to predict the effective bulk and shear moduli. Effects of gradient index and aspect ratios on the bending behavior of functionally graded thick plates are investigated.

Cite this article

He ZHANG;Ji-qing JIANG;Zhi-cheng ZHANG . Three-dimensional elasticity solutions for bending of generally supported thick functionally graded plates[J]. Applied Mathematics and Mechanics, 2014 , 35(11) : 1467 -1478 . DOI: 10.1007/s10483-014-1871-7

References

[1] Koizumi, M. FGM activities in Japan. Composites Part B: Engineering, 28(1-2), 1-4 (1997)
[2] Fereidoon, A., Asghardokht, S. M., and Mohyeddin, A. Bending analysis of thin functionallygraded plates using generalized differential quadrature method. Archive of Applied Mechanics,81, 1523-1539 (2011)
[3] Zenkour, A. M. A comprehensive analysis of functionally graded sandwich plates, part 1: deflectionand stresses. International Journal of Solids and Structures, 42(18-19), 5224-5242 (2005)
[4] Nguyen, T. K., Sab, K., and Bonnet, G. First-order shear deformation plate models for functionallygraded materials. Composite Structures, 83(1), 25-36 (2008)
[5] Yang, J. and Sheng, H. S. Nonlinear bending analysis of shear deformable functionally gradedplates subjected to thermo-mechanical loads under various boundary conditions. Composites PartB: Engineering, 34(1), 103-115 (2003)
[6] Reddy, J. N. Analysis of functionally graded plates. International Journal for Numerical Methodsin Engineering, 47(1-3), 663-684 (2000)
[7] Wu, C. P. and Li, H. Y. An RMVT-based third-order shear deformation theory of multilayeredfunctionally graded material plates. Composite Structures, 92(10), 2591-2605 (2010)
[8] Gilhooley, D. F., Batra, R. C., Xiao, J. R., McCarthy, M. A., and Gillespie, J. W. Analysis ofthick functionally graded plates by using higher-order shear and normal deformable plate theoryand MLPG method with radial basis functions. Composite Structures, 80(4), 539-552 (2007)
[9] Matsunaga, H. Free vibration and stability of functionally graded plates according to a 2-D higherorderdeformation theory. Composite Structures, 82(4), 499-512 (2008)
[10] Sahraee, S. and Saidi, A. R. Axisymmetric bending analysis of thick functionally graded circularplates using fourth-order shear deformation theory. European Journal of Mechanics A—Solids,28(5), 974-984 (2009)
[11] Batra, R. C. and Vel, S. S. Exact solution for thermoelastic deformations of functionally gradedthick rectangular plates. AIAA Journal, 40(7), 1421-1433 (2001)
[12] Reddy, J. N. and Cheng, Z. Q. Three-dimensional thermomechanical deformations of functionallygraded rectangular plates. European Journal of Mechanics A—Solids, 20(5), 841-855 (2001)
[13] Wen, P. H., Sladek, J., and Sladek, V. Three-dimensional analysis of functionally graded plates.International Journal for Numerical Methods in Engineering, 87(10), 923-942 (2011)
[14] Kashtalyan, M. Three-dimensional elasticity solution for bending of functionally graded rectangularplates. European Journal of Mechanics A—Solids, 23(5), 853-864 (2004)
[15] Huang, Z. Y., Lü, C. F., and Chen, W. Q. Benchmark solutions for functionally graded thick platesresting on Winkler-Pasternak elastic foundations. Composite Structures, 85(1), 95-104 (2008)
[16] Xu, Y. P. and Zhou, D. Three-dimensional elasticity solution of functionally graded rectangularplates with variable thickness. Composite Structures, 91(1), 56-65 (2009)
[17] Alibeigloo, A. Three-dimensional exact solution for functionally graded rectangular plate withintegrated surface piezoelectric layers resting on elastic foundation. Mechanics of Advanced Materialsand Structures, 17, 183-195 (2010)
[18] Wu, C. P., Chiu, K. H., and Wang, Y. M. RMVT-based meshless collocation and element-freeGalerkin methods for the quasi-3D analysis of multilayered composite and FGM plates. CompositeStructures, 93, 923-943 (2011)
[19] Chen, W. Q., Bian, Z. G., and Ding, H. J. Three-dimensional analysis of a thick FGM rectangularplate in thermal environment. Journal of Zhejiang University Science A, 4(1), 1-7 (2003)
[20] Vaghefi, R., Baradaran, G. H., and Koohkan, H. Three-dimensional static analysis of thick functionallygraded plates by using meshless local Petrov-Galerkin (MLPG) method. EngineeringAnalysis with Boundary Elements, 34, 564-573 (2010)
[21] Chen, W. Q., Lü, C. F., and Bian, Z. G. Elasticity solution for free vibration of laminated beams.Composite Structures, 62(1), 75-82 (2003)
[22] Lü, C. F. State-Space-Based Differential Quadrature Method and Its Applications, Ph. D. dissertation,Zhejiang University (2006)
[23] Lü, C. F., Zhang, Z. C., and Chen, W. Q. Free vibration of generally supported rectangular Kirchhoffplates: state-space-based differential quadrature method. International Journal for NumericalMethods in Engineering, 70(12), 1430-1450 (2007)
[24] Lü, C. F., Chen, W. Q., Xu, R. Q., and Lim, C. W. Semi-analytical elasticity solutions forbi-directional functionally graded beams. International Journal of Solids and Structures, 45(1),258-275 (2008)
[25] Lü, C. F., Chen, W. Q., and Shao, J. W. Semi-analytical three-dimensional elasticity solutions forgenerally laminated composite plates. European Journal of Mechanics A—Solids, 27(5), 899-917(2008)
[26] Mori, T. and Tanaka, K. Average stress in matrix and average elastic energy of materials withmisfitting inclusions. Acta Metallurgica, 21(5), 571-574 (1973)
[27] Chen, W. Q. and Ding, H. J. Bending of functionally graded piezoelectric rectangular plates. ActaMechanica Solida Sinica, 13(4), 312-319 (2000)
[28] Sherbourne, A. N. and Pandey, M. D. Differential quadrature method in the buckling analysis ofbeams and composite plates. Computers and Structures, 40(4), 903-913 (1991)
[29] Hill, R. A self-consistent mechanics of composite materials. Journal of the Mechanics and Physicsof Solids, 13(2), 213-222 (1965)
[30] Voigt, W. Ueber die beziehung zwischen den beiden elasticitätsconstanten isotroper körper. Annalender Physik, 274(12), 573-587 (1889)
[31] Librescu, L., Oh, S. Y., and Song, O. Thin-walled beams made of functionally graded materialsand operating in a high temperature environment: vibration and stability. Journal of ThermalStresses, 28(6-7), 649-712 (2005)
[32] Huang, C. S., McGee, O. G., and Chang, M. J. Vibrations of cracked rectangular FGM thickplates. Composite Structures, 93(7), 1747-1764 (2011)
[33] Shen, H. S. and Wang, Z. X. Assessment of Voigt and Mori-Tanaka models for vibration analysisof functionally graded plates. Composite Structures, 94(7), 2197-2208 (2012)
[34] Shen, H. S. Nonlinear vibration of shear deformable FGM cylindrical shells surrounded by anelastic medium. Composite Structures, 94(3), 1144-1154 (2012)
[35] Shackelford, J. F. and Alexander, W. CRC Materials Science and Engineering Handbook, CRCPress, Boca Raton (2000)
[36] Nakamura, T., Wang, T., and Sampath, S. Determination of properties of graded materials byinverse analysis and instrumented indentation. Acta Materialia, 48(17), 4293-4306 (2000)
Outlines

/

APS Journals | CSTAM Journals | AMS Journals | EMS Journals | ASME Journals