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客运专线预应力混凝土桥梁变形的仿真分析研究
引用本文:张师岸. 客运专线预应力混凝土桥梁变形的仿真分析研究[J]. 国防交通工程与技术, 2009, 7(2): 17-19
作者姓名:张师岸
作者单位:中铁十八局集团有限公司,天津,300222
摘    要:结合预应力混凝土桥梁结构的施工过程,采用按龄期调整的有效弹性模量法和有限元步进法结合实例对客运专线预应力混凝土桥梁结构的长期变形进行了仿真分析研究。通过跟踪模拟桥梁在整个施工及投入运营后各个时刻的结构变形,可以确定桥上无砟轨道的合理铺设时间,满足客运专线对轨道结构的高平顺性要求。

关 键 词:预应力混凝土桥梁  变形  仿真分析  无砟轨道

Simulation Research into the Deformation of Pre-stressed Concrete Bridges of the Passengers-oriented Railway
Zhang Shian. Simulation Research into the Deformation of Pre-stressed Concrete Bridges of the Passengers-oriented Railway[J]. Traffic Engineering and Technology for National Defence, 2009, 7(2): 17-19
Authors:Zhang Shian
Affiliation:18th Bureau Group of the Railway Building Corporation of China;Tianjin 300222;China
Abstract:With the construction course of a pre-stressed concrete bridge as a practical example,the long-term deformation of prestressed concrete bridges of the passengers-oriented railway is simulated and analysed by the age-adjusted effective modulus method and progressive finite element method in the paper.By following the deformations of bridges at any period of time during the whole construction sequence and in the course of it being used,the reasonable time for laying the ballastless tracks on bridges can be de...
Keywords:pre-stressed concrete bridge  deformation  simulation analysis  non-ballast track  
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