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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:

41卷

期数:

2024年06期

页码:

111-120

栏目:

桥隧工程

出版日期:

2024-11-30

文章信息/Info

Title:

Corrosion fatigue damage mechanism of steel wire of in-service concrete-filled steel tubular arch bridge boom

文章编号:

1673-2049(2024)06-0111-10

作者:

刘佳伟¹,姚国文^1,2,王 伟³,张高峰¹,吴树杭¹

(1. 重庆交通大学 土木工程学院,重庆 400074; 2. 重庆交通大学 山区桥梁及隧道工程国家重点实验室,重庆 400074; 3. 重庆市万州区城市管理局,重庆 404199)

Author(s):

LIU Jiawei¹, YAO Guowen^1,2, WANG Wei³, ZHANG Gaofeng¹, WU Shuhang¹

(1. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China; 2. State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China; 3. Wanzhou City Management Bureau of Chongqing, Chongqing 404199, China)

关键词:

拱桥吊杆;  钢丝腐蚀;  疲劳寿命;  Weibull分布;  损伤机理

Keywords:

arch bridge boom;  corrosion of steel wire;  fatigue life;  Weibull distribution;  damage mechanism

分类号:

TU375

DOI:

10.19815/j.jace.2022.11086

文献标志码:

A

摘要:

为了评估在役钢管混凝土拱桥吊杆钢丝的剩余疲劳寿命,以某服役满20年拱桥所更换下来的吊杆内部高强度钢丝为研究对象,进行不同时间的加速腐蚀,获得不同腐蚀程度的钢丝试件; 对试件钢丝进行表观检测、称重、疲劳试验和断口形貌分析,得到了不同腐蚀程度下钢丝的表面粗糙度、质量损失率、断裂机理和疲劳寿命,通过Weibull模型对疲劳寿命数据进行分析,得到了不同失效概率下吊杆钢丝的剩余疲劳寿命公式。结果表明:随着腐蚀程度的增加,吊杆钢丝表面粗糙度和质量损失率的数值不断增加,疲劳寿命降低且疲劳断口均为脆性破坏,打磨后的钢丝疲劳寿命有所提升; 相同失效概率下,吊杆钢丝剩余疲劳寿命将随着应力比的增加或腐蚀程度的增加而减少; 研究结果可为吊杆钢丝的服役状态和疲劳寿命预测提供参考。

Abstract:

In order to assess the remaining fatigue life of the steel wire of in-service concrete-filled steel tubular arch bridge boom, the high-strength steel wire inside the replaced boom of an arch bridge that was in service for 20 years, was taken as the research object, and the steel wire was subjected to accelerated corrosion for different time to obtain steel wire specimens with different degrees of corrosion. The surface roughness, mass loss rate, fracture mechanism, and fatigue life of the steel wire under different degrees of corrosion were obtained through surface inspection, weighing, fatigue testing, and fracture morphology analysis. The fatigue life data were analyzed by using the Weibull model, and the remaining fatigue life formula of the boom steel wire under different failure probabilities was obtained. The results show that as the degree of corrosion increases, the surface roughness and quality loss rate of the boom steel wire continuously increase, the fatigue life decreases, and the fatigue fracture surface is brittle failure. The fatigue life of the polished steel wire is improved. Under the same failure probability, the remaining fatigue life of the boom steel wire will decrease with the increase of stress ratio or corrosion degree. The research results can provide reference for the service status and fatigue life prediction of boom steel wire.

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相似文献/References:

备注/Memo

备注/Memo:

收稿日期:2023-11-21 投稿网址:http://jace.chd.edu.cn
基金项目:国家自然科学基金项目(52178273); 重庆市自然科学基金项目(cstc2021jcyj-msxmX1159); 重庆英才计划“包干制”项目(cstc2022ycjh-bgzxm0124); 重庆市研究生联合培养基地建设项目(JDLHPYJD2020004); 重庆交通大学研究生科研创新项目(2021S0004)
通信作者:姚国文(1974-),男,工学博士,教授,博士生导师,E-mail:yaoguowen@sina.com。
Author resume: YAO Guowen(1974-),male,PhD,professor,E-mail:yaoguowen@sina.com.

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更新日期/Last Update: 2024-12-10