| 钢筋混凝土柱粘钢加固实验研究 |
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| 引用本文： | 陆惠君,王敏强.钢筋混凝土柱粘钢加固实验研究[J].武汉大学学报(工学版),1992(6). |
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| 作者姓名： | 陆惠君 王敏强 |
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| 作者单位： | 武汉水利电力学院水力发电工程系
(陆惠君)，武汉水利电力学院水力发电工程系(王敏强) |
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| 摘 要： | 在钢筋混凝土柱进行粘钢加固的实验研究中选择了五种加固方式,在对加固柱大量实验的基础上,研究了加固后混凝土、钢筋、钢板的共同工作性能,给出了各种加固方式下混凝土柱的力一应变关系实验结果,比较了各种加固形式下混凝土柱的极限承载能力,最强加固方式下的极限承载较未加固柱提高37.1%。
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| 关 键 词： | 粘接加固 柱 钢筋混凝土结构 |
Experimental Research on the Steel-bonded Reinforcement for the Reinforced Concrete Column |
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| Lu Huijun Wang Minchang.Experimental Research on the Steel-bonded Reinforcement for the Reinforced Concrete Column[J].Engineering Journal of Wuhan University,1992(6). |
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| Authors: | Lu Huijun Wang Minchang |
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| Affiliation: | Lu Huijun Wang Minchang |
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| Abstract: | In the experiments five forms are chosen to strengthen or repair reinforced concrete columns and the working behavior of steel plates together with concrete and reinforced columns is analysed. The experi-mental results of relations between loads and strains applied to the columns under various strengthening forms are given and the load-bearing capacities of the columns are compared each other. The strongest strengthened column shows a 37.1% increase in the ultimate capacity over the original columns. |
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| Keywords: | adhesion reinforcement column reinforced concrete structure |
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