Finite element analysis of thick annular plates under internal forces

Chen Lien-Wen; Hwang Jiun-Ren

doi:10.1016/0045-7949(89)90069-2

Finite element analysis of thick annular plates under internal forces

Chen Lien-Wen, Hwang Jiun-Ren

Department of Mechanical Engineering

Research output: Contribution to journal › Article › peer-review

4 Citations (Scopus)

Abstract

The axisymmetric vibration and stability of thick annular plates under internal forces are studied by the finite element method. The internal forces are taken to be the combination of a uniform compressive stress and a pure bending stress. An annular finite element based on a high-order plate theory is used. It has three nodes and 21 degrees of freedom. Accurate estimates of natural frequencies and buckling loads are obtained. The influences of some parameters are studied.

Original language	English
Pages (from-to)	63-68
Number of pages	6
Journal	Computers and Structures
Volume	32
Issue number	1
DOIs	https://doi.org/10.1016/0045-7949(89)90069-2
Publication status	Published - 1989

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Modelling and Simulation
Materials Science(all)
Mechanical Engineering
Computer Science Applications

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10.1016/0045-7949(89)90069-2

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abstract = "The axisymmetric vibration and stability of thick annular plates under internal forces are studied by the finite element method. The internal forces are taken to be the combination of a uniform compressive stress and a pure bending stress. An annular finite element based on a high-order plate theory is used. It has three nodes and 21 degrees of freedom. Accurate estimates of natural frequencies and buckling loads are obtained. The influences of some parameters are studied.",

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AB - The axisymmetric vibration and stability of thick annular plates under internal forces are studied by the finite element method. The internal forces are taken to be the combination of a uniform compressive stress and a pure bending stress. An annular finite element based on a high-order plate theory is used. It has three nodes and 21 degrees of freedom. Accurate estimates of natural frequencies and buckling loads are obtained. The influences of some parameters are studied.

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JO - Computers and Structures

JF - Computers and Structures

IS - 1

ER -

Finite element analysis of thick annular plates under internal forces

Abstract

All Science Journal Classification (ASJC) codes

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