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The Behavior of Reinforced Concrete Members Under Combined Torsion and Shear
被引：0
作者：
Huang Shuzhi Zhang Yu Zhu Guangli Senior engineer Department of Survey and Design Nanjing Hydraulic Research Institute Nanjing Professor Department of Civil Engineering Tongji University Shanghai Engineer Minhan Architecture Design Institute Shanghai
[210024
,200092
,200240
]
机构：
关键词：
torsion;
twist;
concrete structure;
nonlinear analysis;
cracking strength;
ultimate strength;
shear;
D O I：
暂无
中图分类号：
TU375 [钢筋混凝土结构];
学科分类号：
081304 ;
081402 ;
摘要：
<正> - The behavior of the reinforced concrete members subjected to combined torsion and shear is studied in this paper. Based on the skew bending failure pattern observed in tests, and according to the gradual increase in strain on the concrete surface, a nonlinear full range analysis is performed for predicting the torque-twist relationship of members under combined torsion and shear for the ratio of torsion to shear is chosen bigger than 0.5 (T/ V b> 0.5). The test results are compared with the theoretical predictions.
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页码：249 / 262
页数：14
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