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基于修正一阶剪切变形理论的变厚度功能梯度材料梁力学行为模拟的新型梁模型

A New Beam Model for Simulation of the Mechanical Behaviour of Variable Thickness Functionally Graded Material Beams Based on Modified First Order Shear Deformation Theory.

作者信息

Nam Vu Hoai, Vinh Pham Van, Chinh Nguyen Van, Thom Do Van, Hong Tran Thi

机构信息

Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University, Ho Chi Minh City 700000, Vietnam.

Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City 700000, Vietnam.

出版信息

Materials (Basel). 2019 Jan 28;12(3):404. doi: 10.3390/ma12030404.

DOI:10.3390/ma12030404
PMID:30696052
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC6384869/
Abstract

There are many beam models to simulate the variable thickness functionally graded material (FGM) beam, each model has advantages and disadvantages in computer aided engineering of the mechanical behavior of this beam. In this work, a new model of beam is presented to study the mechanical static bending, free vibration, and buckling behavior of the variable thickness functionally graded material beams. The formulations are based on modified first order shear deformation theory and interpolating polynomials. This new beam model is free of shear-locking for both thick and thin beams, is easy to apply in computation, and has efficiency in simulating the variable thickness beams. The effects of some parameters, such as the power-law material index, degree of non-uniformity index, and the length-to-height ratio, on the mechanical behavior of the variable thickness FGM beam are considered.

摘要

有许多梁模型可用于模拟变厚度功能梯度材料(FGM)梁,每个模型在该梁力学行为的计算机辅助工程中都有优缺点。在这项工作中,提出了一种新的梁模型来研究变厚度功能梯度材料梁的机械静态弯曲、自由振动和屈曲行为。这些公式基于修正的一阶剪切变形理论和插值多项式。这种新的梁模型对于厚梁和薄梁都不存在剪切锁定问题,易于应用于计算,并且在模拟变厚度梁方面具有效率。考虑了一些参数,如幂律材料指数、不均匀度指数和长径比,对变厚度FGM梁力学行为的影响。

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