Steel -Cross -section performance analysis of the concrete combination beam
[1]Nie Jianguo,Yuan Yansheng,Steel -Cross -section performance analysis of the concrete combination beam[J].Journal of Zhengzhou University (Engineering Science),1993,14(01):12-17.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
14卷
Number of periods:
1993 01
Page number:
12-17
Column:
Public date:
1993-03-28
- Title:
- Steel -Cross -section performance analysis of the concrete combination beam
- Keywords:
- Combination beam; cross section; bending moment -curvature -curvature; deflection; numerical iteration method
- CLC:
- -
- DOI:
- -
- Abstract:
- This article uses the numerical iteration method to calculate the steel -the curved moment of the concrete combination beam section, the curvature relationship and the permissions bending moment. The theoretical denomination of plasticity theory used to determine the limited bending strength of the combination beam. Calculation results and analysis show that the numerical iteration method is an effective method for calculating the curvature of the combination beam section. In the case of known sliding response, the calculation of numerical iterations and numerical points can be more accurately estimated to be incompletely cut into the deflection of the steel -concrete combination beam.
- References:
- -
- Similar References:
Memo
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Last Update:
1900-01-01