首页 | 本学科首页   官方微博 | 高级检索  
     

基于ANSYS的预应力钢—混凝土曲线梁桥静力分析
引用本文:邢继胜. 基于ANSYS的预应力钢—混凝土曲线梁桥静力分析[J]. 山西建筑, 2010, 36(32): 319-320
作者姓名:邢继胜
作者单位:铁道第三设计院集团有限公司,天津300142
摘    要:采用通用有限元软件ANSYS建立了一曲线形组合箱梁桥的有限元模型,研究了该桥在静力作用下的受力情况,分析计算结果表明该桥的设计满足静力承载的要求,在荷载作用下,最大应力发生在支座附近腹板处,最大位移出现在曲线内侧跨度较大的边跨跨中。

关 键 词:ANSYS  曲线桥  计算模型  静力荷载

On static stress analysis of prestressed steel-concrete curve beam bridges based on ANSYS
XING Ji-sheng. On static stress analysis of prestressed steel-concrete curve beam bridges based on ANSYS[J]. Shanxi Architecture, 2010, 36(32): 319-320
Authors:XING Ji-sheng
Affiliation:XING Ji-sheng
Abstract:The paper adopts the general finite elementary software ANSYS to establish the finite element model of the curved combined box beam bridge,researches the stressed situation for the bridge under the static effect,displays the results of the analysis and calculation that the design of the bridge meet the demand of the static stress loading,and indicates that the maximum stress occur at webs of the support,while the maximum displacement occur at the side span of the inner part of the curve with larger span.
Keywords:ANSYS  curved bridge  calculation model  static loading
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号