| 水工钢筋混凝土受弯构件受剪承载力的计算 |
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| 引用本文： | 李平先,韩菊红,丁自强.水工钢筋混凝土受弯构件受剪承载力的计算[J].工业建筑,2003,33(9):69-71. |
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| 作者姓名： | 李平先 韩菊红 丁自强 |
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| 作者单位： | 郑州大学,环境与水利学院,郑州,450002 |
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| 摘 要： | 在试验研究的基础上 ,对原水工钢筋混凝土受弯构件斜截面受剪承载力的计算方法进行了分析研究 ,给出了建议计算方法。该计算方法对受压区混凝土、箍筋和弯筋的承载力都作了不同程度的改进 ,且已被新规范采用。
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| 关 键 词： | 钢筋混凝土 剪跨比 受剪承载力 |
| 修稿时间： | 2003年4月25日 |
ON CALCULATION METHOD FOR SHEAR CAPACITY OF HYDRAULIC REINFORCED CONCRETE FLEXURAL MEMBERS |
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| Li Pingxian Han Juhong Ding Ziqiang.ON CALCULATION METHOD FOR SHEAR CAPACITY OF HYDRAULIC REINFORCED CONCRETE FLEXURAL MEMBERS[J].Industrial Construction,2003,33(9):69-71. |
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| Authors: | Li Pingxian Han Juhong Ding Ziqiang |
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| Affiliation: | School of Environment & Water Conservancy of Zhengzhou University Zhengzhou 450002 |
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| Abstract: | Based on the experimental research on the shear behavior for reinforced concrete flexural member, the former calculation method of shear capacity for hydraulic reinforced concrete was analyzed, and a suggestive method was presented, which improved the shear bearing capacity of concrete compression zone, stirrups as well as bent bars in varying degrees. The suggestive method was adopted by the “Design Code for Hydraulic Concrete Structures”(SL/T191-96). |
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| Keywords: | reinforced concrete shear-span ratio shear capacity |
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