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
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
ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF HOLLOW SHELL FOUNDATION
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: 2005-06-06Publish Date:
2005-11-20
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.
References
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