| 具有初始斜裂缝梁抗剪承载力的试验研究 |
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| 引用本文： | 刘猛,李深田,宁丽莎.具有初始斜裂缝梁抗剪承载力的试验研究[J].辽宁工学院学报,2004,24(2):56-58. |
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| 作者姓名： | 刘猛 李深田 宁丽莎 |
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| 作者单位： | [1]辽宁工学院土木建筑系，辽宁锦州121001 [2]辽宁省农业经济学校，辽宁锦州121000 |
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| 摘 要： | 通过对14根钢筋混凝土梁的抗剪试验，分析具有初始斜裂缝梁的受剪性能，从而为有损伤的钢筋混凝土梁抗剪承载力的评估提供参考。
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| 关 键 词： | 斜裂缝 抗剪承载力 钢筋混凝土梁 剪跨比 |
| 文章编号： | 1005-1090(2004)02-0056-03 |
| 修稿时间： | 2003年9月15日 |
Experimental Study of RC Beams with Inclined Cracks |
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| LIU Meng\{,\},LI Shen-tian,NING Li-sha.Experimental Study of RC Beams with Inclined Cracks[J].Journal of Liaoning Institute of Technology(Natural Science Edition),2004,24(2):56-58. |
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| Authors: | LIU Meng\{ \} LI Shen-tian NING Li-sha |
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| Affiliation: | LIU Meng~\{1,2\},LI Shen-tian~1,NING Li-sha~3 |
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| Abstract: | Based on the shear experiment of 14 simple-supported RC beams,the shear behaviour and properties shown by initial inclined cracks in beams as above mentioned are discussed.The paper offers reference for the shear-bearing capacity of deteriorated beams to be evaluated. |
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| Keywords: | reinforced concrete beams shear-bearing capacity inclined cracks |
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