| CFRP加固钢混凝土组合梁抗弯承载力的分析 |
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| 引用本文： | 王鑫,李师庆. CFRP加固钢混凝土组合梁抗弯承载力的分析[J]. 山西建筑, 2008, 34(34) |
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| 作者姓名： | 王鑫 李师庆 |
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| 作者单位： | 1. 深圳市建筑工务署,广东深圳,518000
2. 华南理工大学土木与交通学院,广尔广州,510640 |
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| 摘 要： | 建立了组合梁极限承载力有限元分析模型,对组合梁粘贴CFRP加固前、后的性能进行了分析,并利用此分析方法与一些相关的CFRP板加固组合梁实验结果进行分析对比,结果显示,计算结果与实验结果吻合较好,表明计算方法具有较高的精度。
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| 关 键 词： | CFRP 钢—混凝土组合梁 极限承载力 有限元 |
Analysis of CFRP consolidating steel concrete composed beam anti-bend loading force |
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| WANG Xin,LI Shi-qing. Analysis of CFRP consolidating steel concrete composed beam anti-bend loading force[J]. Shanxi Architecture, 2008, 34(34) |
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| Authors: | WANG Xin LI Shi-qing |
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| Affiliation: | WANG Xin LI Shi-qing |
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| Abstract: | It establishes composed beam limit loading force limited unit analyzing model,analyzes capability of composed beam pasting CFRP before and after consolidation,and analyzes and compares with this analyzing method and some correlated CFRP board consolidating composed beam experimental result,result demonstrates that calculating result and experimental result coincide better,makes clear that calculating method has relative high precision. |
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| Keywords: | CFRP steel-concrete composed beam limited loading force limit unit |
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