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

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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

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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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[2] Wang J. Fundamental Solution Sand Boundary Integral Equations for Reissner. s Plat es on Two Parameter Foundations. Solids Structures,1992, 29: 1233-1239

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[4] 邓安福, 干腾军, 李正良, 等. 弹性地基上厚板的计算分析. 岩土工程学报, 2003, 25(6) : 653-657

[5] 凌道盛, 陈云敏, 丁皓江. 任意基础板的有限元分析. 岩土工程学报, 2000, 22(4) : 450-455

[6] 石根华. 数值流形方法与非连续性变形分析. 裴觉民, 译. 北京: 清华大学出版社, 1997

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[8] 王勖成. 有限单元法. 北京: 清华大学出版社, 2003

[9] 黄义, 何芳社. 弹性地基上的梁、板、壳. 北京: 科学出版社,200510 邓安福, 朱爱军, 曾祥勇. 高低阶覆盖函数混合的数值流形方法. 土木工程学报, 2006, 39(1) : 75-78

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