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Postbuckling analysis of edge cracked functionally graded Timoshenko beams under end shortening

机译:端部缩短下边缘开裂的功能梯度Timoshenko梁的屈曲后分析

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In this paper, the postbuckling response of beams made of functionally graded materials (FGMs) containing an open edge crack is studied based on Timoshenko beam theory and von Karman nonlinear kinematics. The cracked section is modeled by a massless elastic rotational spring. It is assumed that material properties follow exponential distributions through thickness direction. Ritz method is employed to derive the nonlinear governing equations, which are then solved by using Newton-Raphson method to obtain the postbuckling load-end shortening curves and postbuckling deflection-end shortening curves. A detailed parametric study is conducted to study the influences of crack depth, crack location, material property gradient, and slenderness ratio on the postbuckling behavior of cracked FGM beams. It is found that both intact and cracked FGM beams exhibit similar postbuckling behavior under end shortening. Unlike isotropic homogeneous beams, bifurcation buckling does not occur for both intact and cracked FGM beams due to the presence of bending-extension coupling effect.
机译:本文基于Timoshenko梁理论和von Karman非线性运动学,研究了包含开放边缘裂纹的功能梯度材料(FGM)制成的梁的后屈曲响应。裂纹截面由无质量的弹性旋转弹簧模拟。假定材料属性沿厚度方向遵循指数分布。用Ritz方法推导非线性控制方程,然后用Newton-Raphson方法求解,得到屈曲后的载荷端缩短曲线和屈曲后的挠曲端缩短曲线。进行了详细的参数研究,以研究裂纹深度,裂纹位置,材料特性梯度和细长比对裂纹FGM梁的后屈曲行为的影响。结果发现,完整的FGM梁和破裂的FGM梁在端部缩短时均表现出相似的后屈曲行为。与各向同性均质梁不同,由于存在弯曲-延伸耦合效应,因此完整FGM梁和破裂FGM梁均不会出现分叉屈曲。

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