Postbuckling analysis of pressure-loaded functionally graded cylindrical shells in thermal environments

被引:157
作者
Shen, HS [1 ]
机构
[1] Shanghai Jiao Tong Univ, Sch Civil Engn & Mech, Shanghai 200030, Peoples R China
基金
中国国家自然科学基金;
关键词
structural stability; buckling; postbuckling; functionally graded materials; cylindrical shell; boundary layer theory of shell buckling; singular perturbation technique;
D O I
10.1016/S0141-0296(02)00191-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A postbuckling analysis is presented for a functionally graded cylindrical thin shell of finite length subjected to external pressure and in thermal environments. Material properties are assumed to be temperature-dependent, and graded in the thickness direction according to a simple power law distribution in terms of the volume fractions of the constituents. The governing equations are based on the classical shell theory with von Karman-Donnell-type of kinematic nonlinearity. The nonlinear prebuckling deformations and initial geometric imperfections of the shell are both taken into account. A boundary layer theory of shell buckling, which includes the effects of nonlinear prebuckling deformations, large deflections in the postbuckling range, and initial geometric imperfections of the shell, is extended to the case of functionally graded cylindrical shells. A singular perturbation technique is employed to determine the buckling loads and postbuckling equilibrium paths. The numerical illustrations concern the postbuckling response of pressure-loaded, perfect and imperfect, cylindrical thin shells with two constituent materials under different sets of thermal environments. The effects played by temperature rise, volume fraction distribution, shell geometric parameter, and initial geometric imperfections are studied. The results reveal that the postbuckling behavior of the FGM shell is stable under external pressure and in thermal environments. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:487 / 497
页数:11
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