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基于元胞自动机的吊杆拱桥钢丝点蚀疲劳研究

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采用钢丝锈蚀机理和元胞自动机原理,编写相应的算法程序,建立了包含不规则点蚀坑的钢丝有限元模型,以模拟点蚀坑的形成过程.随后,通过吊杆拱桥的整体有限元模型,结合车辆荷载谱进行动力响应分析,并基于Miner累计损伤原理进行疲劳寿命预测.结果表明,元胞自动机技术能够有效模拟钢丝腐蚀过程中的点蚀形貌特征,准确反映实际腐蚀情况.随着腐蚀程度的增加,应力集中现象加剧,导致疲劳寿命显著缩短,疲劳寿命急剧下降.
Simulation Study on Pitting Corrosion Fatigue of Cable Wires Based on Cellular Automata
By utilizing the corrosion mechanism of steel wires and the principles of cellular automata,a corresponding algorithm program was developed.A finite element model of the steel wire,including irregular pitting corrosion,was es-tablished to simulate the formation process of pitting corrosion.Subsequently,an overall finite element model of a hanger arch bridge was utilized to perform dynamic response analysis under vehicular load spectra.Fatigue life prediction was conducted based on Miner's cumulative damage principle.The results indicate that the cellular automata technique can ef-fectively simulate the pitting morphology characteristics during the corrosion process of steel wires,accurately reflecting the actual corrosion conditions.With the increase in corrosion severity,stress concentration intensifies,significantly reduc-ing the fatigue life and causing it to plummet.

high-strength steel wirescellular automatacorrosion fatiguedamage evolutionfatigue life

武思敏、刘嘉、范剑锋

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武汉理工大学土木工程与建筑学院,武汉 430070

高强钢丝 元胞自动机 腐蚀疲劳 损伤演化 疲劳寿命

2024

武汉理工大学学报
武汉理工大学

武汉理工大学学报

影响因子:0.649
ISSN:1671-4431
年,卷(期):2024.46(8)