ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF HOLLOW SHELL FOUNDATION

Zhang Yumei; Song Yupu; Zhao Yunfei; Dong Aoshuang

doi:10.13204/j.gyjz200511018

Volume 35 Issue 11

Dec. 2014

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Zhang Yumei, Song Yupu, Zhao Yunfei, Dong Aoshuang. ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF HOLLOW SHELL FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 60-63,73. doi: 10.13204/j.gyjz200511018

Citation:

Zhang Yumei, Song Yupu, Zhao Yunfei, Dong Aoshuang. ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF HOLLOW SHELL FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 60-63,73. doi: 10.13204/j.gyjz200511018

Zhang Yumei, Song Yupu, Zhao Yunfei, Dong Aoshuang. ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF HOLLOW SHELL FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 60-63,73. doi: 10.13204/j.gyjz200511018

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ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF HOLLOW SHELL FOUNDATION

doi: 10.13204/j.gyjz200511018

1.
1. Key Laboratory of Offshore &Coastal Works,Dalian University of Science &Engineering Dalian 116024;
2.
2. Jinzhou Shihua Construction Co.,Ltd. Jinzhou 121001;
3.
3. Civil Construction Department,Liaoning Engineering College Jinzhou 121001

Received Date: 2005-06-06
Publish Date: 2005-11-20

Abstract

Abstract

The nonlinear finite element analysis of 1∶10 reinforced concrete wall of a chimney foundation model is carried out.Comparison between the analytic strain and the experimental strain shows that the analytic model and parameters are reasonable.A changing law of the stress-strain during cracking of the foundation wall is obtained, which provides a theoretical basis for the design of the chimney foundation.
- the hollow shell foundation, nonlinear finite element, stress, strain, cracking,

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References(7)

References

Altman W, Young D H. Stress in Thin Conical Shell. International Association for Bridge and Structural Engineering, Swiss Federal Institute of Technology. Zurich: Memoires Abhandlongen Publications, 1968

[2] Tavares S A,Altman W. Stress in Thin Conical. Mechanical Engineering. Uberlandia, Brazil: 1983.11

[3] Tavares S A. Stress and Strains in Conical Shells due to Axisymmetric Loads: Masters Thesis.So Jos dos Campos, So Paulo: Aeronautical Institute of Technology

[4] Jianping P, Harik E. Iterative FD Solution to Bending of Axisymmetric Conical Shells. J.struct.Engng, ASCE,1990,116

[5] Tavares S.A Thin Conical Shells with Constant Thickness and under Axisymmetric Load. Computers Structures, 1996, 60(6)

[6] 何崇璋.空腔壳基础.北京:科学出版社,1985.17～26

[7] 吕恒林,崔广心.钢筋混凝土单层井壁破裂的数值模拟研究.地下空间,2001,21(5)

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