| 箍筋配置对混凝土曲线梁极限承载力的影响 |
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| 引用本文： | 朱英磊,杨丛娟.箍筋配置对混凝土曲线梁极限承载力的影响[J].公路,2007(1):52-55. |
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| 作者姓名： | 朱英磊 杨丛娟 |
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| 作者单位： | 石家庄铁道学院土木分院,石家庄市,050043 |
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| 摘 要： | 以有限元分析软件AN SY S为主要工具,建立了分离式的有限元模型,对矩形截面混凝土曲线梁的极限承载力进行了研究,着重就曲线梁箍筋的配置情况对其极限承载力的影响进行了计算分析,并得出了相应的结论。
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| 关 键 词： | 混凝土曲线梁桥 箍筋 极限承载力 影响分析 |
| 文章编号： | 0451-0712（2007）01-0052-04 |
| 修稿时间： | 2006-07-12 |
Influence of Stirrups Arrangement on Ultimate Carrying Capacity of Concrete Curved Girder |
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| ZHU Ying-lei,YANG Cong-juan.Influence of Stirrups Arrangement on Ultimate Carrying Capacity of Concrete Curved Girder[J].Highway,2007(1):52-55. |
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| Authors: | ZHU Ying-lei YANG Cong-juan |
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| Institution: | Department of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China |
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| Abstract: | The discrete finite element model is establish by ANSYS the finite element analysis software, and the ultimate carting capacity of the rectangle section concrete curved girder studied. In this paper the influence of stirrups arrangement on ultimate carrying capacity of concrete curved girder is calculated and analyzed, and the correlative conclusions are acquired. |
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| Keywords: | concrete curved girder bridge stirrup ultimate carrying capacity analysis of influence |
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