Initial crack propagation of integral joint in steel truss arch bridges and its fatigue life accession
Authors:
- Hongmei TanHongmei Tan
- Xianqi HuXHXianqi Hu
- Xiuping WuXWXiuping Wu
- Yong ZengYZYong Zeng
- Xue TuXTXue Tu
- Xiaoqing XuXXXiaoqing Xu
- Ji QianJQJi Qian
- 1 December 2021
- journal article
- research article
- Published by Elsevier in Engineering Failure Analysis
- Vol. 130
Abstract
No abstract availableKeywords
Funding Information
- Chongqing Municipal Science and Technology Bureau
This publication has 5 references indexed in Scilit:
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- Fatigue assessment of a complex welded steel bridge connection utilizing a three-dimensional multi-scale finite element model and hotspot stress methodEngineering Structures, 2020
- Fatigue analysis of a railway bridge based on fracture mechanics and local modelling of riveted connectionsEngineering Failure Analysis, 2018
- Probabilistic fatigue analysis under constant amplitude loadingJournal of Constructional Steel Research, 2003
- Fatigue failure of welded vertical members of a steel truss bridgeEngineering Failure Analysis, 1996