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Nonlinear vibration of functionally graded carbon nanotube-reinforced composite beams with geometric imperfections

机译:具有几何缺陷的功能梯度碳纳米管增强复合梁的非线性振动

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摘要

The nonlinear vibration of imperfect shear deformable functionally graded carbon nanotube-reinforced composite (FG-CNTRC) beams is studied in this paper based on the first-order shear deformation beam theory and von Karman geometric nonlinearity. A one-dimensional imperfection model in the form of the product of trigonometric and hyperbolic functions are used to describe the various possible geometric imperfections such as sine type, global, and localized imperfections. The governing equations are derived by employing the Ritz method and then solved by an iteration procedure. Special attention is given to the influences of imperfection mode, location, and amplitude on the nonlinear behaviour. The linear vibration is also discussed as a subset problem. Numerical results in tabular and graphical forms show that the nonlinear vibration behaviour of imperfect FG-CNTRC beams is considerably sensitive to sine type and global imperfections (except for G2-mode), whereas the effect of localized imperfection is much less pronounced. It is also observed that whether the FG-CNTRC beam exhibits the "hard-spring" or "soft-spring" vibration behaviour is largely dependent on the initial imperfection mode, its amplitude as well as the vibration amplitude. (C) 2015 Elsevier Ltd. All rights reserved.
机译:基于一阶剪切变形梁理论和冯·卡曼几何非线性,研究了不完全剪切可变形功能梯度碳纳米管增强复合材料梁(FG-CNTRC)的非线性振动。三角函数和双曲线函数乘积形式的一维缺陷模型用于描述各种可能的几何缺陷,例如正弦类型,整体和局部缺陷。控制方程是通过使用Ritz方法导出的,然后通过迭代过程求​​解。特别注意缺陷模式,位置和幅度对非线性行为的影响。线性振动也作为子集问题进行了讨论。表格和图形形式的数值结果表明,不完美的FG-CNTRC梁的非线性振动行为对正弦类型和整体缺陷(G2模式除外)非常敏感,而局部缺陷的影响则不那么明显。还观察到,FG-CNTRC梁表现出“硬弹簧”还是“软弹簧”振动行为在很大程度上取决于初始缺陷模式,其振幅以及振动振幅。 (C)2015 Elsevier Ltd.保留所有权利。

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