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首页> 外文期刊>Composite Structures >Post-buckling of sigmoid-functionally graded material toroidal shell segment surrounded by an elastic foundation under thermo-mechanical loads
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Post-buckling of sigmoid-functionally graded material toroidal shell segment surrounded by an elastic foundation under thermo-mechanical loads

机译:在热机械载荷下被弹性基础围绕的S型功能梯度材料环形壳段的后屈曲

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摘要

The nonlinear buckling and post-buckling of ceramic-metal-ceramic layers (S-FGM) toroidal shell segment surrounded by elastic foundation under thermo-mechanical loads are investigated with an analytical approach in this paper. Based on the classical thin shell theory with geometrical nonlinearity in von Karman-Donnell sense, Stein and McElman assumption and Pasternak foundation model, the governing equations of nonlinear buckling of S-FGM toroidal shell segment are analyzed. The static critical buckling loads and the post-buckling analyses in two cases - movable and immovable boundary conditions including temperature effects are obtained. Furthermore, the effects of geometry ratios, characteristic of materials, elastic foundation and thermal environment on the nonlinear buckling of shells are presented. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文采用解析方法研究了弹性地基环绕的陶瓷金属陶瓷层(S-FGM)环形壳段的非线性屈曲和后屈曲。基于von Karman-Donnell意义上具有几何非线性的经典薄壳理论,Stein和McElman假设以及Pasternak基础模型,分析了S-FGM环形壳段的非线性屈曲控制方程。获得了两种情况下的静态临界屈曲载荷和屈曲后分析-可移动和不可移动的边界条件,包括温度效应。此外,提出了几何比,材料特性,弹性基础和热环境对壳体非线性屈曲的影响。 (C)2015 Elsevier Ltd.保留所有权利。

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