交通科学与工程2024,Vol.40Issue(6) :59-65.DOI:10.16544/j.cnki.cn43-1494/u.202201062024101973

基于概率盒理论的斜拉索腐蚀失效概率分析

Analysis of failure probability of corroded stay cable based on probability box theory

刘扬 袁和平 鲁乃唯
交通科学与工程2024,Vol.40Issue(6) :59-65.DOI:10.16544/j.cnki.cn43-1494/u.202201062024101973

基于概率盒理论的斜拉索腐蚀失效概率分析

Analysis of failure probability of corroded stay cable based on probability box theory

刘扬 1袁和平 1鲁乃唯1
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作者信息

  • 1. 长沙理工大学 土木工程学院,湖南 长沙 410114
  • 折叠

摘要

针对在役斜拉索腐蚀劣化过程中的不精确概率特征,采用概率盒(p-box)理论建立了斜拉索腐蚀失效的区间概率模型,研究了参数的认知不确定性对斜拉索失效概率的影响.数值分析结果表明:考虑参数的认知不确定性后,斜拉索失效概率区间上下界的差距十分明显,失效概率区间随着时间的增长逐渐加宽;在非海洋环境中,斜拉索失效概率对锈蚀扩散比r的敏感性最高;不确定性参数越多,所包含的认知不确定性就越大,斜拉索的失效概率区间也越宽,同时,置信水平的提高也会显著增大斜拉索的失效概率区间,因此为提高各置信水平的可信度须收集更多不确定性参数的数据.

Abstract

In response to the inaccurate probability characteristics of the corrosion degradation process of in-service stay cables,this study utilizes the probability box(p-box)theory to establish the interval probability model of stay cable corrosion failure and investigates the influence of cognitive uncertainty of parameters on the failure probability of stay cables.Numerical analysis results show that after the cognitive uncertainty of parameters is considered,the gap between the upper and lower bounds of the failure probability interval of stay cables is highly distinct,and the failure probability interval progressively widens with time.In a non-marine environment,the failure probability of stay cables has the highest sensitivity to rust diffusion ratio r.The more the uncertain parameters considered,the greater the cognitive uncertainty involved,and the wider the failure probability interval of stay cables.At the same time,the improvement of the confidence level also significantly increases the failure probability interval of stay cables.To improve the credibility of each confidence level,more data of uncertain parameters need to be collected.

关键词

桥梁工程/斜拉索/概率盒理论/失效概率/腐蚀

Key words

bridge engineering/stay cable/probability box theory/failure probability/corrosion

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出版年

2024
交通科学与工程
长沙理工大学

交通科学与工程

影响因子:0.444
ISSN:1674-599X
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