Tension-bending coupled fatigue life study of semi-parallel steel wire cables using a developed LEFM method

被引:1
|
作者
Tang, Xiatong [1 ]
Sun, Huahuai [1 ]
Wang, Chunsheng [2 ]
Sun, Changjun [3 ]
Peng, Xiyang [1 ]
机构
[1] Yangzhou Univ, Coll Civil Sci & Engn, Yangzhou 225127, Peoples R China
[2] Changan Univ, Coll Highways, Dept Bridge Engn, Xian 710064, Peoples R China
[3] Liuzhou OVM Machinery Co Ltd, Liuzhou 545000, Peoples R China
基金
中国国家自然科学基金;
关键词
Semi-parallel steel wire cables; Cyclic tension loads; Cyclic bending loads; Spiral steel wires; Fatigue life; STRENGTH; BEHAVIOR;
D O I
10.1016/j.istruc.2024.107381
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Semi-parallel steel wire cables, specifically their anchorage segments, endure tension-bending coupled cyclic loads due to traffic and wind actions in existing cable-supported bridges. The fatigue life deterioration of spiral steel wires remains ambiguous in semi-parallel steel wire cables under such coupled cyclic loads because of its substantial diameter and helical configuration. To address this, the axial stress experienced by spiral steel wires located at cable anchorage segments was determined using a previously proposed analytical method for semi- parallel steel wire cables under coupled load in tension and bending. Subsequently, a corresponding fatigue life assessment methodology was developed, grounded in the principles of linear elastic fracture mechanics (LEFM). The developed methodology innovatively encompasses the crack propagation life within both the near- threshold and steady growth stages for steel wires inside bridge cables. The theoretical prediction of fatigue life for spiral steel wires inside bridge cables demonstrates strong agreement with relevant experimental results documented in the literature, with the relative difference being less than 11.1 %. Notably, the fatigue life of spiral steel wires inside bridge cables exhibits a nonlinear decrease with increasing cyclic load ranges both in tension and bending, respectively. The two cyclic loads emerge as the most detrimental load combination at a 0 phase difference situation for fatigue failure of bridge cables. Furthermore, the cyclic loads in tension and bending mutually suppress each other's effects for phase differences ranging from 0 to pi/2. Apart from fluctuations in chord form, the fatigue life of spiral steel wires inside bridge cables generally increases along the longitudinal direction in a global trend. Remarkably, the fatigue life reaches its minimum values at the anchorage device end for spiral steel wires inside bridge cables, with the outermost steel wire exhibiting the shortest fatigue life.
引用
收藏
页数:12
相关论文
共 4 条
  • [1] ANALYSIS OF CONTACT FRICTION BEHAVIOR IN THE BENDING PROCESS OF SEMI-PARALLEL STEEL WIRE CABLE
    Yang, Jianxi
    Fei, Hongyu
    Sun, Quansheng
    Hao, Xiang Wei
    CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2022, 31 (03): : 456 - 466
  • [2] ANALYSIS OF CONTACT FRICTION BEHAVIOR IN THE BENDING PROCESS OF SEMI-PARALLEL STEEL WIRE CABLE
    Yang, Jianxi
    Fei, Hongyu
    Sun, Quansheng
    Hao, Xiang Wei
    Civil Engineering Journal, 2022, 31 (03) : 456 - 466
  • [3] Fatigue Life Evaluation of Parallel Steel-Wire Cables under the Combined Actions of Corrosion and Traffic Load
    Yu, Sheng
    Yan, Cheng
    Liu, Chengyin
    Ou, Jinping
    STRUCTURAL CONTROL & HEALTH MONITORING, 2023, 2023
  • [4] Fatigue life prediction of corroded hangers with parallel steel wire in a network arch bridge under vehicle-bridge interaction based on a novel noniterative simplified method
    Ge, Baixue
    Ma, Rujin
    Zhu, Qiuying
    Chen, Airong
    Chang, Haocheng
    INTERNATIONAL JOURNAL OF FATIGUE, 2024, 187