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A new simple shear deformation plate theory

机译:新的简单剪力变形板理论

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摘要

This paper proposes a new simple shear deformation theory for isotropic plates. The present theory involves one unknown and one governing equation as in the classical plate theory, but it is capable of accurately capturing shear deformation effects. The displacement field of the present theory was based on a two variable refined plate theory in which the transverse displacement is partitioned into the bending and shear parts. Based on the equilibrium equations of three-dimensional (3D) elasticity theory, the relationship between the bending and shear parts was established. Therefore, the number of unknowns of the present theory was reduced from two to one. Closed-form solutions were presented for both Navier and Levy-type plates. Numerical results indicate that the obtained predictions are comparable with those generated by ABAQUS and available results predicted by 3D elasticity theory, first-order and third-order shear deformation theories. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文提出了一种新的各向同性板的简单剪切变形理论。与经典板理论一样,本理论涉及一个未知数和一个控制方程,但是它能够准确地捕获剪切变形效应。本理论的位移场基于两变量精制板理论,其中横向位移被划分为弯曲部分和剪切部分。基于三维(3D)弹性理论的平衡方程,建立了弯曲部分与剪切部分之间的关​​系。因此,本理论的未知数从两个减少到一个。针对Navier和Levy型板块提出了封闭形式的解决方案。数值结果表明,所获得的预测结果与ABAQUS所产生的预测结果可比,并且可用3D弹性理论,一阶和三阶剪切变形理论预测的可用结果。 (C)2017 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Composite Structures》 |2017年第7期|277-285|共9页
  • 作者单位

    La Trobe Univ, Sch Engn & Math Sci, Bundoora, Vic 3086, Australia;

    Ho Chi Minh City Univ Technol & Educ, Fac Civil Engn, 1 Vo Van Ngan St, Ho Chi Minh City, Vietnam;

    Duy Tan Univ, Da Nang, Vietnam|Northumbria Univ, Fac Engn & Environm, Newcastle Upon Tyne NE1 8ST, Tyne & Wear, England;

    Univ Melbourne, Dept Infrastruct Engn, Parkville, Vic 3010, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Shear deformation theory; Isotropic plate; Analytical solution;

    机译:剪切变形理论;各向同性板;解析解;

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