基于非局部应变梯度理论的FG面层多孔芯夹层厚板在热环境中的动态响应

Dương Tuan Manh, Do Thi Thu Ha
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引用次数: 0

摘要

基于非局部应变梯度理论方法,分析了弹性地基上功能梯度夹层厚板和功能梯度多孔芯在力学、热载荷和爆炸载荷作用下的非线性动力响应和振动。考虑了夹层板孔隙度的三种类型,即对称孔隙度分布、非对称孔隙度分布和均匀孔隙度分布。利用Hamilton原理得到了简支夹层板的动力学控制方程组,并用Bubnov-Galerkin方法求解。给出了数值结果,并与其他研究进行了验证。分析了非局部参数和应变梯度参数、材料和孔隙率体积分数、弹性基础几何特性和参数对夹层板基频和动力响应的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dynamic Response of Sandwich Thick Plates with FG Face Sheets and Porous Core in Thermal Environments using Nonlocal Strain Gradient Theory Approach
Based on nonlocal strain gradient theory approach, we have analyzed the nonlinear dynamic response and vibration of sandwich thick plates with functionally graded (FG) face sheets and FG porous core subjected to mechanical, thermal and blast loads on elastic foundations. Three types of porosity, including symmetric porosity distribution, non-symmetric porosity distribution, uniform porosity distribution have been considered of sandwich plate. The system of dynamic governing equations of motion is obtained by utilizing Hamilton’s principle and solved by Bubnov-Galerkin method for a case of simply supported sandwich plate. Numerical results are presented and verified with other studies. The influence of nonlocal and strain gradient parameters, materials and porosity volume fraction, geometrical characteristics and parameters of elastic foundations on fundamental frequencies and dynamic response of the sandwich plates are elucidated.
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