Study on Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams with Web Reinforcement

doi:10.11835/j.issn.1674-4764.2005.04.015

Home > Archive>Volume 27, Issue 4, 2005 >64-69. DOI:10.11835/j.issn.1674-4764.2005.04.015

Study on Effect of Longitudinal Reinforcement Ratio on Shear Behavior of Restrained Beams with Web Reinforcement
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                        10.11835/j.issn.1674-4764.2005.04.015
                    
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Abstract:

In this paper, five restrained beams with web and different longitudinal reinforcement ratio as well as above longitudinal reinforcement truncated were tested under static point loads. On this basis, the overall process of cracking development under shear and the effect of longitudinal reinforcement ratio on shear strength was investigated

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支运芳蒋超甘民陈永庆.纵筋率对有腹筋约束梁受剪性能影响的研究[J].土木与环境工程学报（中英文）,2005,27(4):64~69

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Received:March 28,2005
Revised:March 28,2005
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