Nonlinear bending analysis of multi-layer hyperelastic plates using RBF
Publish Year: 1399
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
MECCONF04_025
تاریخ نمایه سازی: 23 اسفند 1399
Abstract:
In this paper, a multi-layer hyperelastic square plate under uniformly distributed loading is investigated. The neo- Hookean strain energy function and right Cauchy-Green tensor are considered to derive strains of the plate. Also, the first-order shear deformation plate theory utilized to determine strain-displacement relations. Meshless collocation method based on thin-plate basis function is used to the discretization of the governing equations. Thearc-length continuation algorithm is utilized to solve the nonlinear system of equations. The bending analysis results using meshlesscollocation method (MCM) are compared to those of the finite element method (FEM) Abaqus. The results show that the maximumdifference between MCM and FEM is 0.57% and 3.92% for deflection and in-plane displacement and 0.21% for strain.
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Authors
Shahram Hosseini
Manuscript received December ۲۷, ۲۰۲۰: Revised version received. Corresponding author
GholamHossein Rahimi
Tarbiat Modares University (TMU), Tehran, Iran