| 钢筋混凝土 T 形截面梁的斜截面承载力研究——对《规范》计算方法的改进意见 |
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| 引用本文： | 马晓蓉,马殿卿.钢筋混凝土 T 形截面梁的斜截面承载力研究——对《规范》计算方法的改进意见[J].太原理工大学学报,1997(Z1). |
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| 作者姓名： | 马晓蓉 马殿卿 |
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| 摘 要： | 本文通过５根钢筋砼矩形截面梁和１４根Ｔ形截面梁的剪切破坏试验的对比，发现翼缘的变化并未对Ｔ形梁的斜截面抗剪承载力产生明显的影响。因此，对《规范》中Ｔ形截面梁在集中荷载作用下的抗剪计算方法提出了合理的修改建议。
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| 关 键 词： | 矩形截面 T形截面 斜截面抗剪承载力 剪跨比 |
Investigation on the Shear Strength of R.C.T Beam |
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| Ma Xiaorong.Investigation on the Shear Strength of R.C.T Beam[J].Journal of Taiyuan University of Technology,1997(Z1). |
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| Authors: | Ma Xiaorong |
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| Institution: | Dept.of Civil Eng. |
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| Abstract: | In the paper,some shear strength testing data of 5 R.C.Beams with rectangular section and 14 R.C.Beams with variant T shape section are compared.The authors find out that the flanges of T shape beams have no obvious effect on its shear strength.So, a reasonable suggestion for improving the calculation method given by the code is presented. |
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| Keywords: | rectangular section T shaped section shear strength shear span ratio |
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