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铁路通用B型梁有限元分析
引用本文:宋子威,杨宇峰,张静. 铁路通用B型梁有限元分析[J]. 交通科技, 2010, 0(2): 27-29. DOI: 10.3963/j.issn.1671-7570.2010.02.009
作者姓名:宋子威  杨宇峰  张静
作者单位:1. 中铁第四勘察设计院集团有限公司,武汉,430063
2. 中国市政工程西南设计研究院,成都,610031
3. 中铁大桥局集团有限公司施工设计事业部,武汉,430000
摘    要:B型梁是目前应用较广的小跨度多用途拆装式钢梁,文中利用Midas/Civil建立24mB型梁有限元模型,分别计算了自重和中-活载作用及荷载组合下的位移和应力、梁体的自振特性。通过比较分析表明:B型梁位移、应力均达到设计要求,符合规范规定。

关 键 词:B型梁  有限元  空间模型  静力分析  自振特性

Finite Element Analysis of General B Girder of Railway
Song Ziwei,Yang Yufeng,Zhang Jing. Finite Element Analysis of General B Girder of Railway[J]. Transportation Science & Technology, 2010, 0(2): 27-29. DOI: 10.3963/j.issn.1671-7570.2010.02.009
Authors:Song Ziwei  Yang Yufeng  Zhang Jing
Affiliation:Song Ziwei1,Yang Yufeng2,Zhang Jing3(1.China Railway Siyuan Survey , Design Group Co.,Ltd,Wuhan 430063,China,2.Southwest Municipal Engineering Design &Research Institute of China,Chengdu 610031,3.Construction Design Section of China Zhongtie Major Bridge Engineering Group Co.,Wuhan 430000,China)
Abstract:For present time, B type girder is a widely applied removable small span steel girder. Via Midas/Civil, a 24m B type girder finite-element model is introduced in this thesis. Based on this model, self weight calculation, middle-live load function, further displacement & stress under load combination, girder body's natural vibration characteristic are described respectively. Through these comparison and analysis, a conclusion can be obtained that the displacement and stress of B type bridge girder meets the ...
Keywords:B type girder  finite element  space model  statical analysis  natural vibration characteristic  
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