| 混凝土梁卸荷后斜向粘钢加固抗剪承载力计算 |
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| 引用本文： | 王天稳,刘金才,高睿.混凝土梁卸荷后斜向粘钢加固抗剪承载力计算[J].建筑技术开发,2000(3). |
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| 作者姓名： | 王天稳 刘金才 高睿 |
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| 作者单位： | 武汉水利电利大学土建学院!430072 |
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| 摘 要： | 混凝土梁斜截面粘钢加固是工程中经常遇到的问题 ,在结构试验的基础上 ,给出了斜粘钢板的最佳锚固方式及开裂后卸荷斜粘钢板抗剪承载力计算方法 ,可供工程加固计算时参考。
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| 关 键 词： | 斜粘钢板 锚固 承载力 |
CALCULATION FOR THE SHEAR BEARING CAPACITY OF OBLIQUE SECTION STEEL-BONDED OF UNLOADED CONCRETE BEAM |
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| WANG Tian\|wen\ LIU Jing\|cai\ GAO Rui.CALCULATION FOR THE SHEAR BEARING CAPACITY OF OBLIQUE SECTION STEEL-BONDED OF UNLOADED CONCRETE BEAM[J].Building Technique Development,2000(3). |
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| Authors: | WANG Tian\|wen\ LIU Jing\|cai\ GAO Rui |
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| Abstract: | It is a common problem to strengthen the concreate member with steel\|bonded reinforcement at its oblique section.Based on the testing result,the optimum anchorage measures and calculating method the shear Bearing Capacity of Oblique Section Steel\|bonded unloaded concrete beam are given,which will be available for reference in calculation of steel\|bonded reinforcement concrete beam. \ |
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| Keywords: | Obliquely steel\|bonded Anchorage Bearing capacity |
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