基于Reddy高阶剪切变形理论的FG-CNTRC双弯曲板弹性约束后屈曲热分析

H. Tung, N. D. Kien, L. N. Trang
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摘要

本文首次分析了碳纳米管增强复合材料(CNTRC)厚双弯曲板在预先存在的外压力和均匀温升作用下的后屈曲行为。碳纳米管(CNTRC)通过功能梯度(FG)分布模式增强成基体,并根据扩展混合规律确定CNTRC的有效性能。公式基于高阶剪切变形理论,包括Von Karman-Donnell非线性、初始几何缺陷和边界边缘切向约束的弹性。假设解析解满足简支边界条件,采用伽辽金法得到非线性荷载-挠度关系。考虑到材料性能的温度依赖性,通过迭代过程跟踪屈曲后的温度-挠曲路径。通过数值算例分析了预先存在的外部压力、碳纳米管体积分数、切向边缘约束、初始几何缺陷和曲率比对CNTRC双弯曲板热后屈曲行为的影响。研究表明,由于预先存在的外部压力,热加载板经历了准分岔响应。在大多数情况下,完美的面板在承受热负荷时向凸侧偏转。特别是当缺陷尺寸满足特定条件时,缺陷板可能表现出分岔型屈曲响应。
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Thermal postbuckling analysis of FG-CNTRC doubly curved panels with elastically restrained edges using Reddy's higher order shear deformation theory
For the first time, postbuckling behavior of thick doubly curved panels made of carbon nanotube reinforced composite (CNTRC), under preexisting external pressure and subjected to uniform temperature rise is analyzed in this paper. Carbon nanotubes (CNTs) are reinforced into matrix through functionally graded (FG) distribution patterns, and effective properties of CNTRC are determined according to extended rule of mixture. Formulations are based on a higher order shear deformation theory including Von Karman-Donnell nonlinearity, initial geometrical imperfection and elasticity of tangential constraints of boundary edges. Analytical solutions are assumed to satisfy simply supported boundary conditions and Galerkin method is used to obtain nonlinear load-deflection relation. Taking into account temperature dependence of material properties, postbuckling temperature-deflection paths are traced through an iteration process. The effects of preexisting external pressure, CNT volume fraction, tangential edge constraints, initial geometrical imperfection and curvature ratios on thermal postbuckling behavior of CNTRC doubly curved panels are analyzed through numerical examples. The study reveals that thermally loaded panels experiences a quasi-bifurcation response due to the presence of preexisting external pressure. For the most part, perfect panels are deflected toward convex side at the onset of undergoing thermal load. Particularly, imperfect panels may exhibit a bifurcation type buckling response when imperfection size satisfy a special condition.
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