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钢筋混凝土短柱受剪承载力分析及箍筋拉条的作用
引用本文:童岳生,钱国芳,史庆轩,白国良,方平,邹从德.钢筋混凝土短柱受剪承载力分析及箍筋拉条的作用[J].建筑结构学报,2000(5).
作者姓名:童岳生  钱国芳  史庆轩  白国良  方平  邹从德
作者单位:西安建筑科技大学!西安710055(童岳生,钱国芳,史庆轩,白国良),江苏省建筑科学研究院!南京210008(方平),北京钢铁设计研究院!北京100053(邹从德)
基金项目:原冶金工业部有偿与资助
摘    要:利用莫尔-库仑强度理论对混凝土的受剪问题做了分析,再考虑箍筋的受剪后得出短柱的受剪承载力,与试验结果对比,效果比较满意。试验同时指出,箍筋中的拉条能充分发挥受剪作用。

关 键 词:钢筋混凝土短柱  莫尔-库仑理论  复合应力  受剪承载力  箍筋

Analysis of Shear Resistant Capacity of Reinforced Concrete Short Column and the Effect of Stirrup Ties
TONG Yuesheng,QIAN Guofang,SHI Qingxuan,BAI Guoliang,FANG Ping, ZOU Congde.Analysis of Shear Resistant Capacity of Reinforced Concrete Short Column and the Effect of Stirrup Ties[J].Journal of Building Structures,2000(5).
Authors:TONG Yuesheng  QIAN Guofang  SHI Qingxuan  BAI Guoliang  FANG Ping  ZOU Congde
Affiliation:TONG Yuesheng1,QIAN Guofang1,SHI Qingxuan1,BAI Guoliang1,FANG Ping2, ZOU Congde3
Abstract:The shear resistant behaviour of concrete is analysed by using Mohr- Coulomb theory, with the addition of contribution of stirrups, the shear resistant capacity of reinforced concrete short column is obtained. The calculated results are in good agreement with experimental data, and the tests reveal that stirrup ties are effective to resist the shear force.
Keywords:reinforced concrete short column  Mohr- Coulomb theory  compound stress    shear resistant capacity  stirrup
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