[1]Liu Lixin,Tian Qiu.Discussion on the damage mechanism of steel concrete shear components and twisting components[J].Journal of Zhengzhou University (Engineering Science),1994,15(04):1-12.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
15
Number of periods:
1994 04
Page number:
1-12
Column:
Public date:
1994-12-28
- Title:
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Discussion on the damage mechanism of steel concrete shear components and twisting components
- Author(s):
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Liu Lixin; Tian Qiu
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Zhengzhou Institute of Technology, Henan Provincial Institute
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- Keywords:
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Cut; reverse; destroy the mechanism; carry the capacity
- CLC:
-
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- DOI:
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- Abstract:
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This article analyzes the similarities and differences between reinforced concrete shear components and twisting components. The trussed theory is used to establish a stress model of the shear components and the twisting components. The intensity theory and destruction criteria in the two -way stress state of concrete are derived from the calculation formula of the shear component and the carrying capacity of pure twisting components. The theoretical formula and the test results are better. And verify the rationality of the current concrete structural design specifications (GBJ 10-89), which can be used for reference when the specifications are further revised.