| 配抗冲切弯筋板冲切问题试验研究 |
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| 引用本文： | 刘广义,栾英,刘晓东.配抗冲切弯筋板冲切问题试验研究[J].哈尔滨建筑大学学报,1994(3). |
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| 作者姓名： | 刘广义 栾英 刘晓东 |
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| 作者单位： | 哈尔滨建筑大学，交通银行哈尔滨分行房地产开发公司 |
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| 摘 要： | 本文通过对３６块配抗冲切弯起钢筋板的试验研究分析，总结了抗冲切弯起钢筋特征值ｑｖ对冲切承载力的影响规律。根据板内部混凝土应变状况，提出了板冲切破坏机理和弯起钢筋的合理弯起位置．
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| 关 键 词： | 钢筋混凝土结构 板 抗冲切弯起钢筋 特征值 弯起位置 承载力 |
An Experimental Study on R.C.Slabs with Punching Bent up Reinforcement Subjected to Punching |
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| Liu Guangyi,Luan Ying,Liu Xiaodong.An Experimental Study on R.C.Slabs with Punching Bent up Reinforcement Subjected to Punching[J].Journal of Harbin University of Civil Engineering and Architecture,1994(3). |
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| Authors: | Liu Guangyi Luan Ying Liu Xiaodong |
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| Affiliation: | Liu Guangyi;Luan Ying;Liu Xiaodong |
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| Abstract: | This paper summarises the affection of punching reinforcement value qv to punching capacity of slabs from the test results of thirty-six slabs with punching bent up reinforcement.According to the strain of the concrete interslabs,the paper puts forward the mechanism of punching failure of slabs and the best bending position of punching bent up reinforcement. |
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| Keywords: | reinforced concrete structures plates punching bent up reinforcement reinforcement value bending position of punching punching capacity |
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