SHEAR ANALYSIS OF HSC BEAM WITHOUT STIRRUPS BASED ON MCFT

摘要：

This paper aim at studying shear capacity of high strength RC beams without stirrups through analysis on tested beams in literatures. The result indicates that the GB and ACI equation describes the shear capacity of such beams exaggeratedly and meanwhile fails to reflect the influence rules of each single factor in high strength concrete area. Therefore,the formula for calculating the shear capacity of high strength RC beams based on MCFT is put forward. According to analysis on the collected test results,the calculation result has smaller discreteness than that calculated by GB shear equation and can better reflect the influence of concrete strength,effective height and tension reinforcement ratio on the shear capacity.

关键词： High strength concrete Beam Shear equation Modified compression field theory

作者: Wei-Lun Wang Mao Ling Xian-Feng Wang Feng Xing

作者单位: Shenzhen Durability Center for Civil Engineering,Shenzhen University,Shenzhen 518060,P.R. China Department of Environmental Engineering and Architecture,Nagoya University,Nagoya 464-8603,Japan Shenzhen Durability Center for Civil Engineering,Shenzhen University,Shenzhen 518060,P.R.China

会议类型: 国际会议

会议名称: The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)

会议地点: 广州

会议语种:英文

页码: 264-268

在线出版日期: 2010-12-01（万方平台首次上网日期，不代表论文的发表时间）