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Test research and non -linear finite element analysis of reinforced concrete opening deep beams
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[1]Wang Xinling,Gong Shaoxi,Test research and non -linear finite element analysis of reinforced concrete opening deep beams[J].Journal of Zhengzhou University (Engineering Science),1990,11(01):16-22.
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Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 11卷 Number of periods: 1990 01 Page number: 16-22 Column: Public date: 1990-01-28
Title:
Test research and non -linear finite element analysis of reinforced concrete opening deep beams
Author(s):
Wang Xinling; Gong Shaoxi;
Zhengzhou Institute of Technology’s Civil Construction Department and Masonry Structure Research Office, Zhengzhou Institute of Technology’s Civil Construction Currency Concrete Structure and Masonry Structure Research Office,
Keywords:
Deep Liang;  open holes;  trial research
CLC:
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DOI:
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Abstract:
This article analyzes the trial results of the deep -loading of the deep beam of the reinforced concrete tube open beam at the top, analyzes the positive cross -sectional force performance and bending destruction form of the deep beam of the cave; through the analysis of the non -linear finite element, the stress state of the deep beam of the opening of the opening of the cave in the elasticity, elasticity and damage phase.
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