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32m预应力混凝土简支T梁下拱(挠)现象分析
引用本文:罗劲松,盛兴旺.32m预应力混凝土简支T梁下拱(挠)现象分析[J].铁道建筑技术,2007(5):39-42.
作者姓名:罗劲松  盛兴旺
作者单位:中南大学土木建筑学院,长沙,410075
摘    要:通过对结构形式为预应力混凝土32 m简支T梁的两座大桥的5片质疑梁进行动、静载试验,并对所检测的梁下拱(挠)现象的理论分析,研究和分析了运营线上此类梁出现下拱(挠)现象的原因,为分析类似的梁桥的梁产生下拱(挠)现象提供了一套比较完整的研究分析过程,具有一定的实际及理论参考价值。

关 键 词:预应力混凝土简支T梁  下拱(挠)  动载试验  静载试验
文章编号:1009-4539(2007)05-0039-04
修稿时间:2007年6月10日

Analysis of the Coving (or Deflection) Phenomenon of 32-meter Prestressed Concrete Simple T Girders
Luo Jinsong,Sheng Xingwang.Analysis of the Coving (or Deflection) Phenomenon of 32-meter Prestressed Concrete Simple T Girders[J].Railway Construction Technology,2007(5):39-42.
Authors:Luo Jinsong  Sheng Xingwang
Abstract:Through the dynamic and static loading tests of the five questioned beams from the two bridges,which are mainly composed of prestressed concrete simple T girders,and the theoretical analysis of the coving(or deflection) phenomenon of the questioned beams,this paper studies the reasons for the coving(or deflection) phenomenon of the questioned beams in the demonstration line.This paper provides a whole process of analysis for the coving(or deflection) phenomenon of such girder-bridges,so it's valuable for reference both in practice and in theory.
Keywords:prestressed concrete simple T girder  coving(or deflection)  dynamic loading test  static loading test
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