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Imperfection sensitivity of postbuckling behaviour of functionally graded carbon nanotube-reinforced composite beams

机译:功能梯度碳纳米管增强复合梁屈曲后行为的不完善敏感性

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摘要

The imperfection sensitivity of the postbuckling behaviour of functionally graded carbon nanotube-reinforced composite (FG-CNTRC) beams subjected to axial compression is investigated based on the first order shear deformation beam theory with a von Karman geometric nonlinearity. The material properties of FG-CNTRC are assumed to vary in the beam thickness direction and are estimated according to the extended rule of mixture. The differential quadrature method is employed to discretize the governing differential equations and the modified Newton-Raphson iterative technique is used to obtain the postbuckling equilibrium paths of FG-CNTRC beams with various imperfections. Parametric studies are carried out to examine the effects of imperfection modes, half-wave number, location, and amplitude on the postbuckling response of beams. The influences of CNT distribution pattern and volume fraction, boundary conditions, and slenderness ratio are also discussed. Numerical results in graphical form show that the postbuckling behaviour is highly sensitive to the imperfection amplitude. The imperfection mode and its half-wave number also moderately affect the imperfection sensitivity of the postbuckling response, whereas the effects of other parameters are much less pronounced. (C) 2016 Elsevier Ltd. All rights reserved.
机译:基于具有冯·卡曼几何非线性的一阶剪切变形梁理论,研究了功能梯度碳纳米管增强复合材料(FG-CNTRC)梁在轴向压缩后的屈曲行为的不完善敏感性。假设FG-CNTRC的材料特性在束厚度方向上发生变化,并根据混合的扩展规则进行估算。采用微分求积法离散化控制微分方程,并采用改进的牛顿-拉夫森迭代技术获得具有各种缺陷的FG-CNTRC梁的后屈曲平衡路径。进行了参数研究,以检查缺陷模式,半波数,位置和振幅对梁的后屈曲响应的影响。还讨论了碳纳米管分布模式和体积分数,边界条件和细化比的影响。图形形式的数值结果表明,屈曲后的行为对缺陷幅度高度敏感。缺陷模式及其半波数也会适度影响屈曲后响应的缺陷灵敏度,而其他参数的影响则不太明显。 (C)2016 Elsevier Ltd.保留所有权利。

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