基于有限元反剪切变形理论的夹层板弯曲数值研究

IF 3.2 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Dhiraj P. Bhaskar, Santosh V. Bhaskar, Sachin S. Raj, L.S. Dhamande
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引用次数: 0

摘要

利用创新的运动学函数,开发了一种新的适用于变量的反三角剪切变形理论(nITSDT),以获得关于在可变纵横比(S)的横向载荷作用下夹层板弯曲的相关数据。这种nITSDT消除了剪切校正因子的需要,因为横向剪切应力是由满足无剪切应力表面条件的夹层板两个极端面上的本构关系直接确定的。应用虚功原理的动力学形式,得到了nITSDT的控制方程和边界条件。对于具有简单支撑的夹层板,使用基于nITSDT的有限元(FE),通过MATLAB程序给出了解。位移和应力的发现得到了更全面理论的支持,精确解有助于突出所提出理论的可行性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical investigation of sandwich plate in bending by a new inverse shear deformation theory based on finite element analysis

Employing innovative kinematic function, a new inverse trigonometric shear deformation theory (nITSDT), variationally suitable, is developed to acquire pertinent data on the bending of sandwich plates subjected to transverse loads with variable aspect ratios(S). This nITSDT eliminates the need for shear correction factors since the transverse shear stress is directly determined by constitutive relations on the two extreme faces of sandwich plate satisfying the shear stress free surface circumstances. The governing equations and boundary conditions of the nITSDT are obtained by applying the dynamic version of the virtual work principle. For sandwich plates with simplly supports, solution is given by MATLAB code using Finite Element (FE) based on nITSDT. The findings of displacements and stresses are supported by those of more comprehensive theories, and the exact solution serves to highlight the viability of the proposed theory.

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来源期刊
Forces in mechanics
Forces in mechanics Mechanics of Materials
CiteScore
3.50
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0.00%
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审稿时长
52 days
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