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铁路桥墩裂缝加固设计和有限元分析
引用本文:高宏伟.铁路桥墩裂缝加固设计和有限元分析[J].交通科技,2012(1):32-35.
作者姓名:高宏伟
作者单位:中铁第四勘察设计院集团有限公司
摘    要:分析了某铁路桥桥墩开裂的原因,提出了对深度超过桥墩钢筋保护层厚度的裂缝,先采用深层压浆,再对表面开槽,并采用加固型混凝土进行置换的加固设计方案,并采用通用有限元软件ANSYS11.0对该桥20号墩的加固设计进行了有限元模拟分析。

关 键 词:桥墩裂缝  加固  有限元分析

Reinforcement Design and Finite Element Analysis of Cracks in Railway Bridge Pier
Gao Hongwei.Reinforcement Design and Finite Element Analysis of Cracks in Railway Bridge Pier[J].Transportation Science & Technology,2012(1):32-35.
Authors:Gao Hongwei
Institution:Gao Hongwei(China Railway SiYuan Survey and Design Group Co.,Ltd.,Wuhan 430063,China)
Abstract:This paper analyzes the cause of cracking in piers of a railway bridge;it provides a reinforcement design scheme for the crack whose depth is more than the thickness of the reinforced protective layer of the bridge pier,that is,using deep grouting firstly,then slotting on the surface and replacing the grout by using reinforced concrete.This paper also carries out finite element analysis of reinforcement design for Pier 20of the bridge by means of using general-purpose finite element software ANSYS 11.0.
Keywords:crack in pier  reinforcement  finite element analysis
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