混合层合复合材料梁屈曲分析及数值分析

O. Mohamed
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摘要

复合材料因具有较高的强度重量比而成为研究的热点。因此,最近在这一领域发表了许多论文。本文研究的是如何提高混合层合复合梁在临界屈曲载荷下的抗屈曲性能。对不同取向角和不同位置的杂化纤维与玻璃环氧树脂层耦合的碳层进行了分析和数值研究。首先,利用欧拉理论建立了确定临界屈曲载荷的解析模型。在此基础上,利用ANSYS商业软件建立了组合梁的三维有限元模型。计算结果与有限元(有限体积法)吻合较好。临界屈曲载荷随碳层数的增加呈正比关系,同时随着碳层向中平面插入位置的增加,临界屈曲载荷值呈现有价值的降低,该值随取向角的变化而变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Buckling Analysis of Hybrid Laminated Composite Beam Analytically and Numerically
Composite materials become more attractive for researches because of higher strength to weight ratio. As a result, many papers have recently published in this field. The current study deals with improving the resistance of hybrid laminated composite beam under critical buckling load. A number of carbon layers under various orientation angle and positions of hybrid fiber coupled with glass epoxy layers have been studied analytically and numerically. Firstly, an analytical model is presented by using Euler's theory to determine critical buckling load. Then, a 3D finite element models for the composite beams have been simulated by using ANSYS commercial program. The results show a very good agreement between theoretical and FEM (finite volume method). The critical buckling load, shows a proportional with increase the carbon layers number as same time the critical buckling load value shows a valuable decrease when the position of carbon layer insert towards the mid-plane more ever, this value various with orientation angle changing.
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