Stability of multi-cracked FG plate on elastic foundations

Phuc Pham Minh, An Le Vinh
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Abstract

Recently, the stability calculation of the functionally graded (FG) plate has attracted many scientists, especially when considering the FG plate with many cracks. In this work, the plate is made from a new generation composite material consisting of two components, ceramic and metal, with the law of continuous exponential material distribution. The plate is placed on a Winkler - Pasternak elastic foundation with two background parameters. Then, we used the third-order shear deformation plate theory to establish the dynamical equations. After applying Phase-Field theory to simulate the crack state, we applied the finite element method to solve the equations to find the critical force causing instability of the plate. Next, we investigated the influence of material index, number of cracks, crack length, crack shape as well as elastic foundation parameters on the plate stability. The results show that the crack length and elastic foundation parameter have the great influence on the stability of the FG plate. Especially, the elastic foundation with large shear coefficient, creating high stability for the plate. That is very meaningful in exploiting and using plate structure when the cracks appear.
弹性地基上多裂纹FG板的稳定性研究
近年来,功能梯度板的稳定性计算引起了许多科学家的关注,特别是考虑到具有许多裂缝的功能梯度板。在这项工作中,板由陶瓷和金属两种成分组成的新一代复合材料制成,材料呈连续指数分布。板放置在具有两个背景参数的温克勒-帕斯捷尔纳克弹性基础上。然后,利用三阶剪切变形板理论建立了动力学方程。在采用相场理论对裂纹状态进行模拟后,采用有限元法求解方程,求出引起板失稳的临界力。其次,研究了材料指标、裂缝数量、裂缝长度、裂缝形状以及弹性基础参数对板稳定性的影响。结果表明,裂缝长度和弹性基础参数对FG板的稳定性影响较大。特别是弹性基础具有较大的剪切系数,为板创造了较高的稳定性。这对板结构出现裂纹时的开发和利用具有重要意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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