您当前的位置:
首页 >
文章列表页 >
Fatigue crack growth of Q550E high strength steel and welded joint
Civil Engineering | 更新时间:2025-11-14
    • Fatigue crack growth of Q550E high strength steel and welded joint

    • In the field of bridge safety, experts have established a fatigue crack growth model for high-strength steel welded joints, revealing the influence of stress ratio and providing solutions for bridge service safety.
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 1, Pages: 142-151(2025)
    • DOI:10.11835/j.issn.2096-6717.2022.118    

      CLC: U448.36;TG407
    • Received:25 July 2022

      Published:25 February 2025

    移动端阅览

  • MA Yafei,CHENG Erxiang,WU Xianshun,et al.Fatigue crack growth of Q550E high strength steel and welded joint[J].Journal of Civil and Environmental Engineering,2025,47(01):142-151. DOI: 10.11835/j.issn.2096-6717.2022.118.

  •  
  •  

0

Views

6

下载量

0

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Flexural performance of prestressed RC-UHPC composite box girder
Width-thickness ratio limit of outer steel plate of steel-concrete composite beam with U-section based on section classification
Crack resistance of prestressed RC-UHPC composite box girder
Fatigue crack life cycle growth characteristics of steel bridge deck
Mechanical response of 3D mining slopes under effect of rainfall

Related Author

XIA Zhanghua
JI Bangchong
YANG Yang
LIN Shangshun
LIN Jianfan
ZHAO Jinbing
CHENG Rui
YU Yuanlin

Related Institution

School of Civil Engineering, Fuzhou University
Haoyao Times (Fujian) Group Co., Ltd.
Fujian Provincial Transportation Research Institute Co., Ltd
Fujian Provincial Key Laboratory of Civil Engineering New Technology and Information Technology, Fujian University of Technology
Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University
0