| 矩形截面无腹筋双向受弯梁抗剪性能的试验研究 |
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| 引用本文： | 熊进刚 虞锦晖. 矩形截面无腹筋双向受弯梁抗剪性能的试验研究[J]. 南昌大学学报(工科版), 1996, 18(2): 10-18 |
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| 作者姓名： | 熊进刚 虞锦晖 |
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| 作者单位： | 南昌大学土木工程系 |
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| 摘 要： | 对２２根无腹筋双向受弯混凝土矩形截面梁进行了科截面抗剪的试验研究，探讨了其抗剪性能，着重分析了影响抗剪强度的５个主要因素：纵筋配筋率、混凝土强度、剪跨比、荷载斜弯角、截面高宽比，为探讨抗剪强度理论计算方法提供了试验依据．
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| 关 键 词： | 抗剪试验，双向受弯，无腹筋 |
An Experimental Investigation of Shear Behaviour for Rectangular Beams without Web Reinforcement under Biaxial Bending |
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| Xiong Jin''gang, Yu Jinhui, He Yinong, He Gaoxu. An Experimental Investigation of Shear Behaviour for Rectangular Beams without Web Reinforcement under Biaxial Bending[J]. Journal of Nanchang University(Engineering & Technology Edition), 1996, 18(2): 10-18 |
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| Authors: | Xiong Jin''gang Yu Jinhui He Yinong He Gaoxu |
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| Abstract: | Twenty-two concrete rectangular beams without web reinforcement under biaxial bending were tested to explore the shear behavior. The five main factors affecting the shear strength were analyzed: longitudinal reinforcement ratio, concrete strength, the shear span-depth ratio, load inclination, the depth-width ratio of the cross section, thereby providing the test basis for theoretical computation of the shear strength. |
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| Keywords: | shear tests biaxial bending without web reinforcement |
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