内柱支撑碳纳米管增强复合材料板几何非线性大变形研究

L. W. Zhang
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引用次数: 36

摘要

摘要对均布载荷作用下的内支纳米复合材料板进行了几何非线性分析。本研究考察了不同分布类型的碳纳米管(CNTs)增强纳米复合材料板的内部点柱支撑对大变形弯曲的影响,即均匀分布和两种不同厚度的功能梯度分布。用一组改进的移动最小二乘(IMLS)函数来逼近板的二维位移场。采用改进牛顿法的弧长迭代算法求解纳米复合材料板的非线性响应。收敛性研究表明了无单元IMLS-Ritz方法的有效性。研究了不同边界条件下,板宽比、体积分数比和长径比对纳米复合材料板大变形行为的影响。据作者所知,这个问题还没有在公开文献中尝试过。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geometrically nonlinear large deformation of CNT-reinforced composite plates with internal column supports
Abstract The geometrical nonlinear analysis of internally supported nanocomposite plates subjected to a uniformly distributed load is carried out. This study investigates the effects of internal point/column supports on the large deformation bending of nanocomposite plates reinforced by carbon nanotubes (CNTs) with different types of distributions, namely, uniform and two kinds of functionally graded distributions through the thickness of the plates. Two-dimensional displacement field of the plate is approximated by a set of Improved Moving Least Squares (IMLS) functions. The arc-length iterative algorithm with the modified Newton method is employed to obtain the nonlinear response of nanocomposite plates. Convergence studies indicate the validity and effectiveness of the element-free IMLS-Ritz method. The effects of plate thickness-to-width ratio, volume fraction ratio, and plate aspect ratio on the large deformation behavior of nanocomposite plates under various boundary conditions are examined. To the best of the authors’ knowledge, the problem has not been attempted in the open literature.
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