Buckling behavior of rectangular angle-ply laminated composite plates subjected to thermal and mechanical loads using the meshfree method

Author:

Shukla Vivekanand1,Singh Jeeoot1

Affiliation:

1. Department of Mechanical Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur 273010, India

Abstract

This study aims to explore the buckling behavior of rectangular plate with angle-ply overlay under thermal and mechanical loadings using meshless method. The governing differential equations (GDEs) of the plate are based on a new higher-order shear deformation theory (HSDT) and are discretized using polynomial radial basis function (RBF) to cast a set of equations simultaneously. A code is developed for the solution in MATLAB (2019). Uniform temperature differences and mechanical loads are the cause of in-plane loads. Convergence study has been conducted to check the current formulation’s soundness. The accuracy of the contemporary theory and formulation is validated with the published results. A parametric investigation is conducted for buckling behavior under the span-to-thickness ratio, lamination scheme, effect of the number of layers and effect of length-to-width ratio.

Publisher

World Scientific Pub Co Pte Lt

Subject

Computer Science Applications,Mechanics of Materials,General Materials Science,Modeling and Simulation,Numerical Analysis

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Assessment of torsional behavior of bone section using meshfree method based on TPS radial basis function;International Journal of Computational Materials Science and Engineering;2022-08-31

2. Porosity-dependent buckling analysis of elastically supported FGM sandwich plate via new tangent HSDT: A meshfree approach;International Journal of Computational Materials Science and Engineering;2022-07-26

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