海洋极端环境下腐蚀疲劳耦合作用下电缆导线使用寿命评估

IF 5.3 2区 工程技术 Q1 MECHANICS
Jian Guo , Jiaxuan Liu , Yile Zhong
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引用次数: 0

摘要

随着斜拉桥的广泛应用,大气腐蚀和车辆交变荷载引起的斜拉桥索破坏问题越来越受到人们的关注。在典型的热带海洋环境中,这种失败特别早发生。为了确定这种情况下的使用时间,提出了一种广义的热镀锌钢丝电缆使用寿命的模拟评估方法。将整个生命周期分为裂纹扩展前和裂纹扩展后两个阶段。因此,整个模型包括模型一和模型二。在前人对模型1的研究基础上,得到了疲劳对腐蚀的增强系数。将腐蚀对疲劳的增强系数加入到模型的paris公式Ⅱ中。利用元胞自动机对单根钢索的腐蚀发展进行模拟,验证模型1的准确性。将模型Ⅱ计算的载荷循环次数与前人进行的腐蚀疲劳试验进行对比,表明该模型Ⅱ的精度在90%以上。通过量化腐蚀与裂纹扩展之间的级数关系,完成了新型电缆疲劳寿命模拟。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Assessment for the service life of cable wire under corrosion fatigue coupling effect in extreme marine environment
With the widespread application of cable-stayed bridges, the issues of cable failure caused by atmospheric corrosion and vehicle alternating loads have received increasing attention. In the typical tropical marine environment, this failure is especially early to occur. To determine the service time in this condition, a simulation method for evaluating the service life of hot-dip galvanized steel wire and cable is proposed in a broad sense. The full lifecycle is divided into two stages: before crack propagation and after crack propagation. Therefore, the whole model includes model I and model II. The enhancement factor of fatigue on corrosion is obtained based on previous research for the model I. The enhancement factor of corrosion on fatigue is added into the paris formula for the model Ⅱ. Cellular automaton is used to simulate the corrosion developments of single steel and cable, verifying the accuracy of model I. Comparison of load cycle times calculated from model Ⅱ and the corrosion fatigue tests conducted by others before indicate that this model Ⅱ has accuracy over 90%. The novel fatigue life simulation of the cable is also completed by quantifying the progression relationship between corrosion and crack propagation, which has not been involved before.
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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