绍兴文理学院学报2024,Vol.44Issue(8) :1-9.DOI:10.16169/j.issn.1008-293x.2024.08.001

正交异性钢桥面板焊接接头疲劳性能提升方法及其评估

Methods and Evaluation of Fatigue Performance Improvement of Welded Joints of Orthotropic Steel Bridge Panels

何余良 周忠仁 应森源 娄凯伦
绍兴文理学院学报2024,Vol.44Issue(8) :1-9.DOI:10.16169/j.issn.1008-293x.2024.08.001

正交异性钢桥面板焊接接头疲劳性能提升方法及其评估

Methods and Evaluation of Fatigue Performance Improvement of Welded Joints of Orthotropic Steel Bridge Panels

何余良 1周忠仁 1应森源 2娄凯伦1
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作者信息

  • 1. 绍兴文理学院 土木工程学院,浙江 绍兴 312000
  • 2. 浙江中清大建筑工业有限公司,浙江 绍兴 312000
  • 折叠

摘要

为研究顶板厚度、熔透率和焊缝尺寸三种措施对接头疲劳性能是否有所提升,基于ANSYS-FRANC3D联合仿真方法,考虑不同荷载形式和不同裂纹扩展阶段的影响,从而综合评估三种措施对焊接接头疲劳性能的提升效果.研究得知:竖向荷载作用时,仅增加顶板厚度可以改善焊根处开裂情况,短裂纹阶段和长裂纹阶段随着顶板厚增加应力强度因子降幅分别可达30.57%和28.54%,同时也可改善多失效模式下焊根处疲劳开裂情况;水平荷载作用时,仅增加熔透率可改善焊根处疲劳开裂情况;相较于单一失效模式,短裂纹阶段和长裂纹阶段裂纹在多失效模式下,裂纹开裂机率分别提升7.58%和8.93%.

Abstract

In order to investigate whether roof thickness,penetration rate and weld size can improve the fa-tigue performance of welded joints,based on the ANSYS-FRANC3D co-simulation method,the effects of different load forms and different crack growth stages were considered to comprehensively evaluate the effects of three measures on the fatigue performance of welded joints.The results show that under vertical load,only increasing the roof thickness can improve the cracking condition at the welding root;with in-creasing the roof thickness at short crack stage and long crack stage,the stress intensity factor decreases by 30.57%and 28.54%respectively;meanwhile,the fatigue cracking condition at the welding root under multiple failure modes can also be improved.Under horizontal load,the fatigue cracking at the welding root can be improved only by increasing the penetration rate.Compared with single failure mode,the crack cracking probability of short crack stage and long crack stage in the multiple failure mode is increased by 7.58%and 8.93%respectively.

关键词

桥梁工程/正交异性钢桥面板/焊根/疲劳裂纹扩展/多失效模式

Key words

bridge engineering/orthotropic steel bridge panel/welding root/fatigue crack propagation/multiple failure mode

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基金项目

浙江省自然科学基金项目(Y18E080017)

出版年

2024
绍兴文理学院学报
绍兴文理学院

绍兴文理学院学报

CHSSCD
影响因子:0.267
ISSN:1008-293X
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