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石板坡大桥墩梁固结点局部应力分析
引用本文:王军文,宋晓东,张文学,梁智垚.石板坡大桥墩梁固结点局部应力分析[J].国防交通工程与技术,2007,5(1):30-33.
作者姓名:王军文  宋晓东  张文学  梁智垚
作者单位:1. 石家庄铁道学院土木工程分院,河北,石家庄,050043
2. 河南省周口市交通局,河南,周口,466000
3. 同济大学桥梁工程系,上海,200092
摘    要:为掌握石板坡大桥墩梁固结点的三维应力状态,建立了墩梁固结点结构分析的空间有限元模型,根据施工过程中及成桥后的工况,分别进行了空间有限元计算,得到了墩梁固结点在三种工况下的应力分布情况,检验了设计的安全性与合理性,提出了改善墩梁固结点应力的措施和方法,为设计和施工提供了科学的依据。

关 键 词:连续刚构  墩梁固结点  局部应力  有限元
文章编号:1672-3953(2007)01-0030-04
修稿时间:2006-09-12

Local Stress Analysis of Pier-beam Fixed Joint of the Shibanpo Bridge
WANG Jun-wen,Song Xiao-Dong,ZHANG Wen-xue,LIANG Zhi-yao.Local Stress Analysis of Pier-beam Fixed Joint of the Shibanpo Bridge[J].Traffic Engineering and Technology for National Defence,2007,5(1):30-33.
Authors:WANG Jun-wen  Song Xiao-Dong  ZHANG Wen-xue  LIANG Zhi-yao
Institution:1. School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043,China ; 2. Zhoukou Department of Communications, Zhoukou 466000 ,China ; 3. Department of Bridge Engineering , Tongji University, Shanghai 200092,China
Abstract:In order to acquire the spatial stress distribution of the pier-beam fixed joint, a pier-beam fixed joint finite element space model is established and analyzed in different loading cases. The local stress distribution of the pier-beam fixed joint is analyzed in three loading cases, as a result of which the safety and rationality of the design are verified, and the measure for meliorating stress of the pier-beam fixed joint is proposed, with a rational basis provided for future design and construction.
Keywords:continuous rigid frame  pier-beam fixed joint  local stress  finite element
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