| 跨度为72m的桁架桥设计与分析 |
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| 引用本文： | 郝丽娜,客贵宾.跨度为72m的桁架桥设计与分析[J].价值工程,2011,30(32):103-103. |
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| 作者姓名： | 郝丽娜 客贵宾 |
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| 作者单位： | 大庆油田路桥工程有限责任公司,大庆,163458 |
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| 摘 要： | 结合某一跨度为72m的桁架桥设计,给出了截面和材料的选取,采用大型有限元软件ANSYS进行了该桁架桥的仿真分析,介绍了建模、约束和加载的过程,得到了杆件的内力,验算了杆件的承载力和桥的整体变形,为同类桥梁结构的设计与分析提供参考和借鉴。
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| 关 键 词： | 桁架桥 ANSYS 仿真分析 |
Design and Analysis on a Truss Bridge with 72 Meters Span |
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| Hao Li'na,Ke Guibin.Design and Analysis on a Truss Bridge with 72 Meters Span[J].Value Engineering,2011,30(32):103-103. |
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| Authors: | Hao Li'na Ke Guibin |
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| Institution: | Hao Li'na Ke Guibin(Daqing Oil Field Luqiao Project CO.,LTD,Daqing 163458,China) |
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| Abstract: | The selection on the section and material is given for design of a truss bridge with a span of 72m.Simulation Analysis is performed for the truss bridge adopting ANSYS software.The process of modeling,confining and loading is introduced,inner force of spar is got and the capacity of members and overall deformation are verified,these can provide the reference for the similar engineering design. |
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| Keywords: | truss bridge ANSYS Simulation Analysis |
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