| 大跨度钢-混凝土组合梁的结构设计与有限元分析 |
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| 引用本文： | 毛羽亮,唐根丽,陕吉禄.大跨度钢-混凝土组合梁的结构设计与有限元分析[J].工程建设与设计,2012(6):64-66,69. |
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| 作者姓名： | 毛羽亮 唐根丽 陕吉禄 |
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| 作者单位： | 1. 机械工业第一设计研究院,安徽蚌埠,233017
2. 安徽财经大学,安徽蚌埠,233030 |
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| 摘 要： | 根据现行的设计标准对35米大跨度钢-混凝土组合梁进行了结构设计,并借助ANSYS有限元分析软件对组合梁的应力和变形进行了分析,校核其强度和刚度,进一步验证了设计的可行性,为大跨度钢-混凝土组合梁的设计提供一定的参考.
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| 关 键 词： | 大跨度 钢-混凝土组合梁 结构设计 ANSYS |
Structure Design and Finite Element Analysis of a Large-Span Steel-Concrete Composite Beam |
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| MAO Yu-liang
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TANG Gen-li
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SHAN Ji-lu.Structure Design and Finite Element Analysis of a Large-Span Steel-Concrete Composite Beam[J].Construction & Design for Project,2012(6):64-66,69. |
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| Authors: | MAO Yu-liang TANG Gen-li SHAN Ji-lu |
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| Affiliation: | 1(1.First Design & Research Institute,Bengbu 233017,China; 2.Anhui University of Finance & Economic,Bengbu 233030,China) |
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| Abstract: | According to current design standards,the paper design 35 meters large span steel-concrete composite beam,then analyze the stress and deformation of composite beam by using the finite element analysis software ANSYS,the analysis result not only check the strength and stiffness of the composite beam,but also test the feasibility of scheme,which can provide certain reference basis for the design of large span steel-concrete composite beam. |
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| Keywords: | large-span steel-concrete composite beam structure design ANSYS |
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