CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD

Wang Xiaohan; Gu Dongsheng; Wang Guoyan

doi:10.13204/j.gyjz201111014

Volume 41 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(11): 66-70

Wang Xiaohan, Gu Dongsheng, Wang Guoyan. CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 66-70. doi: 10.13204/j.gyjz201111014

Citation:

Wang Xiaohan, Gu Dongsheng, Wang Guoyan. CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 66-70. doi: 10.13204/j.gyjz201111014

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CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD

doi: 10.13204/j.gyjz201111014

1.
1. College of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China;
2.
2. Wuxi Civil Architectural Design Institute Co.LTD,Wuxi 214072,China

Received Date: 2011-03-09
Publish Date: 2011-11-20

Abstract

Abstract

It is found that the calculated flexural capacity from formula provided in the code is significantly larger than the numerical results and test results when the axial load ratio is low,and is much smaller when the ratio is high.In order to overcome this deficiency,a new method is proposed to calculate flexural capacity,in which the characteristic of circular section and the stress distribution of the section are considered.The calculated results agree well with numerical results.
- RC circular columns,
- eccentric compression members,
- flexural capacity of normal section,
- numerical analysis