| 高强混凝土无腹筋构件在弯剪扭复合作用下剪扭工作性能的研究 |
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| 引用本文： | 刘加海,王振东,张培卿,胡巍.高强混凝土无腹筋构件在弯剪扭复合作用下剪扭工作性能的研究[J].哈尔滨建筑大学学报,1998(1). |
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| 作者姓名： | 刘加海 王振东 张培卿 胡巍 |
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| 作者单位： | 哈尔滨建筑大学，黑龙江省第一建筑工程公司 |
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| 摘 要： | 通过试验分析，研究了高强混凝土无腹筋构件在弯剪扭复合作用下的破坏形态、开裂荷载及其相关关系，极限承载力及其相关关系，并提出了极限承载力的计算公式。
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| 关 键 词： | 高强混凝土 无腹筋钢筋混凝土构件 剪扭复合作用 |
Study on the Torsion-shear Behavior of Highstrength Concrete Members without Web Reinforcement under Combined Bending Shear and Torsion |
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| Liu Jiahai,Wang Zhendong,Zhang Peiqing,Hu Wei.Study on the Torsion-shear Behavior of Highstrength Concrete Members without Web Reinforcement under Combined Bending Shear and Torsion[J].Journal of Harbin University of Civil Engineering and Architecture,1998(1). |
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| Authors: | Liu Jiahai Wang Zhendong Zhang Peiqing Hu Wei |
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| Affiliation: | Liu Jiahai Wang Zhendong Zhang Peiqing Hu Wei |
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| Abstract: | In the paper,the failure mechanism cracking load,ultimate carrying capacity and thair interrelationship of high strength concrete members without web reinfrocement under combined bending, shear and torsion were studied with experiments. A formula for calculating the ultimate carrying capacity was proposed. |
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| Keywords: | highstrength concrete reinforced concrete member without web reinforcement complex carrying capacity |
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