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A continuum model for damage evolution simulation of the high strength bridge wires due to corrosion fatigue

机译:高强度桥梁线腐蚀疲劳损伤演化模拟的连续模型

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摘要

Continuum damage model and simulation algorithm are developed to simulate the corrosion fatigue process of high strength bridge cable steel wires. The developed model can be used to predict the damage curves during the corrosion fatigue process based on the concept of continuum damage mechanics (CDM). The algorithm can be used to simulate the corrosion fatigue damage evolution process of bridge wires from local damage to failure, As case study, the developed model and algorithm have been applied to simulate corrosion fatigue damage evolution of bridge wires under cyclic tensile in 3.5 wt% NaCl solution at 6 Hz, and the numerical prediction results are compared with experimental results. It shows that the developed model and algorithm are reasonable and can be used to study and describe corrosion fatigue damage evolution of bridge wires. (C) 2018 Elsevier Ltd. All rights reserved.
机译:建立了连续损伤模型和仿真算法,以模拟高强度桥梁电缆的腐蚀疲劳过程。基于连续损伤力学(CDM)的概念,开发的模型可用于预测腐蚀疲劳过程中的损伤曲线。该算法可用于模拟桥梁线材从局部损伤到破坏的腐蚀疲劳损伤演化过程,以案例研究为基础,将所开发的模型和算法用于模拟循环应力为3.5 wt%时桥梁线材的腐蚀疲劳损伤演化。在6 Hz的NaCl溶液中,将数值预测结果与实验结果进行比较。结果表明,所建立的模型和算法是合理的,可用于研究和描述桥梁钢丝腐蚀疲劳损伤演化。 (C)2018 Elsevier Ltd.保留所有权利。

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