NUMERICAL MANIFOLDMETHOD OF MODERATELY THICK PLATE ANALYSIS OF ELASTIC FOUNDATION

Zhou Xiaoyi; Deng Anfu; Zheng Bing

doi:10.13204/j.gyjz200801016

Volume 38 Issue 1

Dec. 2014

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Zhou Xiaoyi, Deng Anfu, Zheng Bing. NUMERICAL MANIFOLDMETHOD OF MODERATELY THICK PLATE ANALYSIS OF ELASTIC FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 65-68,122. doi: 10.13204/j.gyjz200801016

Citation:

Zhou Xiaoyi, Deng Anfu, Zheng Bing. NUMERICAL MANIFOLDMETHOD OF MODERATELY THICK PLATE ANALYSIS OF ELASTIC FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 65-68,122. doi: 10.13204/j.gyjz200801016

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NUMERICAL MANIFOLDMETHOD OF MODERATELY THICK PLATE ANALYSIS OF ELASTIC FOUNDATION

doi: 10.13204/j.gyjz200801016

1.
College of Civil Engineering,Chongqing University,Chongqing 400045

Received Date: 2007-05-24
Publish Date: 2008-01-20

Abstract

Abstract

Based on the displacement model and the characters of numerical manifold method, the cover displacement function, the strain matr ix and the stiffness matrix in manifold element of moderately thick plate are derived for plate bending problems analysis. The controlling equation ofMindlin plate manifold element on Winkler elastic foundation is achieved. The calculation result shows the validity of the plate bending analysis of elastic foundation.
- numerical manifold method,
- moderately thick plate,
- elastic foundation,
- Mindlin plate

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References(9)

References

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