[1]Wang Xinling,Liu Lixin,waiting for Guoan.Theoretical analysis of the carrier concrete pure twist and shear component carrier capacity calculation formula[J].Journal of Zhengzhou University (Engineering Science),1998,19(03):38-42.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
19卷
Number of periods:
1998 03
Page number:
38-42
Column:
Public date:
1998-12-01
- Title:
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Theoretical analysis of the carrier concrete pure twist and shear component carrier capacity calculation formula
- Author(s):
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Wang Xinling; Liu Lixin; waiting for Guoan
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Zhengzhou University of Technology, Department of Civil Construction, Zhengzhou Garden Bureau
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- Keywords:
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Pure twisting components; cutting parts; bearing capacity formula
- CLC:
-
-
- DOI:
-
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- Abstract:
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The space truss theory was used to establish a stress model of the twisting components. The intensity theory and destruction criteria for reference in the two -way stress state derived the formula of the bearing capacity of the twist and cutting components, and analyzed the specification formula to obtain the practical expression of the cutting component, and connected with the carrying capacity of the pure twisting component and pure shear component to make the design easier.