| 钢管混凝土拱桥管-板节点受力分析研究 |
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| 引用本文： | 邹化明,钟永胜. 钢管混凝土拱桥管-板节点受力分析研究[J]. 山西建筑, 2008, 34(34) |
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| 作者姓名： | 邹化明 钟永胜 |
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| 作者单位： | 1. 深圳高速工程顾问有限公司,广东深圳,518034
2. 深圳市华昱高速公路投资有限公司,广东深圳,518114 |
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| 摘 要： | 在总结钢管混凝土拱桥节点类型的基础上,设计了钢管混凝土管—板单式节点和复式节点的模型,并对设计模型进行了有限元分析,分析表明,钢管混凝土管—板单式节点和复式节点均能满足桥梁结构的需要。
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| 关 键 词： | 钢管混凝土拱桥 管—板节点 有限元 |
Research on stress of tubular-plate joints for concrete-filled steel tube arch bridge |
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| ZOU Hua-ming,ZHONG Yong-sheng. Research on stress of tubular-plate joints for concrete-filled steel tube arch bridge[J]. Shanxi Architecture, 2008, 34(34) |
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| Authors: | ZOU Hua-ming ZHONG Yong-sheng |
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| Affiliation: | ZOU Hua-ming ZHONG Yong-sheng |
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| Abstract: | Based on generations of concrete-filled steel tube arch bridges' joint type,test model of single and double joints for tubular-plate is designed and the finite element analysis for design model is done.Through this analysis,the two kinds of joints can both be used to demand of bridges' configuration. |
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| Keywords: | concrete-filled steel tube arch bridge tubular-plate joint finite element |
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