| 钢-砼组合梁中两种新型连接件的有限元分析 |
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| 引用本文： | 张霞,向中富.钢-砼组合梁中两种新型连接件的有限元分析[J].重庆交通学院学报,2007,26(2):5-8,35. |
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| 作者姓名： | 张霞 向中富 |
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| 作者单位： | 重庆交通大学土木建筑学院 重庆400074 |
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| 摘 要： | 就目前出现的两种新型连接件(PBL连接件和埋入式连接件)与传统的栓钉连接件进行对比分析,着重对钢-砼组合梁的连接件进行有限元空间分析;通过分析两种新型的连接件内形成的砼抗剪销对抵抗组合梁的纵向剪力的作用,寻求最适宜用于实际工程的连接件;为钢-砼组合箱梁的设计、施工技术研究提供依据.
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| 关 键 词： | 组合梁 连接件 砼抗剪销 |
| 文章编号： | 1001-716X（2007）02-0005-04 |
| 修稿时间： | 2006-02-28 |
Finite Element Analysis of Two New Types of Shear Connector in Composite Steel-concrete Beam |
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| ZHANG Xia, XIANG Zhong-fu.Finite Element Analysis of Two New Types of Shear Connector in Composite Steel-concrete Beam[J].Journal of Chongqing Jiaotong University,2007,26(2):5-8,35. |
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| Authors: | ZHANG Xia XIANG Zhong-fu |
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| Abstract: | Two new types of shear connectors(i.e.PBL connector and embedded connector) and traditional bolt connectors are contrasted,and shear connector of composite steel-concrete connector is especially analyzed by FEA method.Analysis results indicate that anti-shear pin formed in two types of connectors plays a great role in resisting longitudinal shear of composite beam,and the properest shear connecter used for the construction is being pursued,which can be the foundation of such kind of building. |
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| Keywords: | composite beam shear connector concrete anti-shear pin |
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