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斜拉索火致损害及换索模拟计算分析
引用本文:张志国,杜召华,殷春足.斜拉索火致损害及换索模拟计算分析[J].石家庄铁道学院学报,2011(3):12-15.
作者姓名:张志国  杜召华  殷春足
作者单位:石家庄铁道大学土木工程学院;石家庄职业技术学院实训技术中心;
基金项目:河北省科技支撑计划(09276914)
摘    要:以某斜拉桥拉索火灾事故为背景,通过选取钢绞线拉索过火损伤变量模型,建立该桥的有限元模型进行模拟计算,对拉索火灾前后和换索修复前后斜拉桥的工作性能进行了比较,可为换索施工提供理论依据。

关 键 词:斜拉桥  拉索  火灾  损伤

Simulation and Analysis of Stay-Cable Damaged by Fire and Cable Replacement
Zhang Zhiguo,Du Zhaohua,Yin Chunzu.Simulation and Analysis of Stay-Cable Damaged by Fire and Cable Replacement[J].Journal of Shijiazhuang Railway Institute,2011(3):12-15.
Authors:Zhang Zhiguo  Du Zhaohua  Yin Chunzu
Institution:Zhang Zhiguo1,Du Zhaohua1,Yin Chunzu2(1.School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang 050043,China,2.Experiment and Training Center,Shijiazhuang Vocational Technology Institute,Shijiazhuang 050081,China)
Abstract:In view of fire damage to the cable of a bridge,the finite element model is established based on random model of steel strand with fie damage.The service behaviors of the bridge before and after cable fire and before and after the stayed-cable is changed are compared,which may provide theory reference for the replacement of cable.
Keywords:cable-stayed bridge  cable  fire  damage  
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