| 型钢混凝土扁梁抗剪承载力的研究分析 |
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| 引用本文： | 李京玲,陈渊,张超.型钢混凝土扁梁抗剪承载力的研究分析[J].四川建筑科学研究,2009,35(5). |
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| 作者姓名： | 李京玲 陈渊 张超 |
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| 作者单位： | 李京玲(天津城市建设学院土木系,天津,300384);陈渊(武汉建筑设计研究院,湖北,武汉,430014);张超(中海石油气电集团有限公司,北京,100027) |
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| 基金项目： | 建设部开发项目(05-K1-37):天津市重要工程抗震设计地震波评估方法研究 |
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| 摘 要： | 主要研究配箍率和型钢腹板高度对型钢混凝土扁梁抗剪承载能力的影响.通过改变扁梁的箍筋间距和型钢腹板高度,采用ANSYS有限元程序计算得到其抗剪承载力,并对计算结果进行了对比分析,从而得出这两个主要影响因素对型钢混凝土扁梁抗剪承载力的影响.
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| 关 键 词： | 型钢混凝土扁梁 配箍率 腹板 抗剪承载力 |
Analysis on shearing-resistant bearing capacity of steel reinforced concrete wide beam |
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| LI Jingling,CHEN Yuan,ZHANG Chao.Analysis on shearing-resistant bearing capacity of steel reinforced concrete wide beam[J].Building Science Research of Sichuan,2009,35(5). |
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| Authors: | LI Jingling CHEN Yuan ZHANG Chao |
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| Affiliation: | LI Jingling1,CHEN Yuan2,ZHANG Chao3(1.Civil Department of Tianjin Institute of Urban Construction,Tianjin 300384,China,2.Wuhan Architectural Design Institute,Wuhan 430014,3.CNOOC Gas , Power Group,Beijing 100027,China) |
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| Abstract: | The influence on SRC wide beam on its load-bearing capacity by the stirrup ratio and its shaped steel height is researched in this paper.The stirrup ratio and shaped steel height are changed when the shearing-resistant bearing capacity of steel reinforced concrete wide beam is simulated by finite element analysis software ANSYS.And the calculate results are compared and analysed.The conclusion on influence about shearing-resistant bearing capacity of wide beam by the main elements is drawn. |
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| Keywords: | SRC wide beam stirrup ratio web shearing-resistant bearing capacity |
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