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悬索桥吊索体系的剩余寿命评估方法研究
引用本文:米江川,张辉青,张乔. 悬索桥吊索体系的剩余寿命评估方法研究[J]. 交通标准化, 2009, 0(3): 57-60
作者姓名:米江川  张辉青  张乔
作者单位:安康公路局,陕西安康725000
摘    要:
根据断裂力学理论和结构系统可靠性分析原理,推导出交变应力引起的悬索桥吊索系统疲劳失效的计算公式,从而提出的一种考虑构件腐蚀后吊索系统安全寿命的评估方法,可以为公路管理部门合理安排桥梁的检测、维修、加固的时机和投资提供依据。

关 键 词:吊索体系  模糊可靠度  疲劳失效  安全寿命

Evaluation Method of Residual Life of Suspension Cable System in Suspension Bridge
MI Jiang-chuan,ZHANG Hui-qing,ZHANG Qiao. Evaluation Method of Residual Life of Suspension Cable System in Suspension Bridge[J]. Communications Standardization, 2009, 0(3): 57-60
Authors:MI Jiang-chuan  ZHANG Hui-qing  ZHANG Qiao
Affiliation:(Ankang Highway Bureau, Ankang 725000, China)
Abstract:
Based on the theory of fracture mechanics and the principle of structural reliability analysis, a computation formula of the fatigue failure of suspension cable system in a suspension bridge caused by alternate stress is deduced, thus an evaluation method on the safety life of suspen- sion cable system which has been subjected to eroding is suggested, according to which, highway ad- ministration departments can arrange the opportunity of detection, maintenance and strengthening of bridges, as well as the investment.
Keywords:suspension cable system  fuzzy reliability  fatigue failure  safety life
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