Mechanical and thermal post-buckling analysis of FGM rectangular plates with various supported boundaries resting on nonlinear elastic foundations

被引:60
|
作者
Zhang, Da-Guang [1 ]
Zhou, Hao-Miao [1 ]
机构
[1] China Jiliang Univ, Coll Informat Engn, Hangzhou 310018, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Functionally graded materials; Nonlinear elastic foundations; Physical neutral surface; High order shear deformation theory; Post-buckling; FUNCTIONALLY GRADED PLATES; PHYSICAL NEUTRAL SURFACE; FINITE-ELEMENT-ANALYSIS; BUCKLING ANALYSIS; CIRCULAR PLATES; SANDWICH PLATES; LAMINATED PLATES; BENDING ANALYSIS; VIBRATION; BEHAVIOR;
D O I
10.1016/j.tws.2014.12.021
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mechanical and thermal post-buckling analysis is presented for FGM rectangular plates resting on nonlinear elastic foundations using the concept of physical neutral surface and high-order shear deformation theory, and investigations on post-buckling behavior of FGM rectangular plates with two opposite simply supported edges and other two opposite clamped edges are also new. Approximate solutions of FGM rectangular plates are given out using multi-term Ritz method, and influences played by different supported boundaries, foundation stiffnesses, thermal environmental conditions and volume fraction index are discussed in detail. It is worth noting that the effect of nonlinear elastic foundation is small at the pre-buckling and initial post-buckling state and is significant with increasing deflection at the deep post-buckling state. Especially, comparisons of post-buckling for FGM rectangular plates resting on nonlinear elastic foundations with movable simply supported edge subjected to compression acting on the geometric middle surface and the physical neutral surface are innovative, and may be helpful to clarify typical mistakes in literature. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:142 / 151
页数:10
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