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Q420qENH焊接接头腐蚀后疲劳性能研究及寿命预测

程海根 赵小波 邹鹏 龚汉隆 郑尚敏

华东交通大学学报2026,Vol.43Issue(4):63-73,11.
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华东交通大学学报2026,Vol.43Issue(4):63-73,11.

Q420qENH焊接接头腐蚀后疲劳性能研究及寿命预测

Study on Fatigue Performance and Life Prediction of Q420qENH Welded Joint After Corrosion

程海根 1赵小波 2邹鹏 2龚汉隆 2郑尚敏2

作者信息

  • 1. 华东交通大学土木建筑学院,江西 南昌 330013||华东交通大学山区土木工程安全与韧性全国重点实验室,江西 南昌 330013
  • 2. 华东交通大学土木建筑学院,江西 南昌 330013
  • 折叠

摘要

Abstract

To investigate the fatigue performance of Q420qENH welded joints after corrosion,electrolytic accel-erated corrosion tests and fatigue experiments were conducted on specimens,combined with numerical simula-tion.A thermal-mechanical coupled finite element model was established to simulate the welding process.The fa-tigue life of corroded welded joints was predicted using ABAQUS and FE-SAFE by introducing residual stress fields and stress concentration factors.The results show that all specimens fractured at the corrosion pits in the middle of the weld toe.Residual stress presents tensile stress,and the fatigue life of specimens decreases signifi-cantly with the increase of fatigue stress amplitude and corrosion time.The relative errors between test and simu-lation results are within 15%.The S-N curves with a 95%survival rate were fitted to the fatigue data obtained from experiments and simulations,when the cycle count reaches 2 million,the maximum error between tests and sumulations is merely 4.31%,indicating small errors and good prediction accuracy.It is recommended to ad-just the fatigue allowable stress amplitude category of butt joints for railway non-painted Q420qENH weathering steel to category Ⅶ in bridge design.

关键词

数值模拟/腐蚀疲劳试验/残余应力/焊接接头

Key words

numerical simulation/corrosion fatigue test/residual stress/welded joints

分类

交通工程

引用本文复制引用

程海根,赵小波,邹鹏,龚汉隆,郑尚敏..Q420qENH焊接接头腐蚀后疲劳性能研究及寿命预测[J].华东交通大学学报,2026,43(4):63-73,11.

基金项目

国家自然科学基金项目(51968024,52168023) (51968024,52168023)

赣鄱俊才支持计划(20243-BCE51050) (20243-BCE51050)

华东交通大学学报

1005-0523

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