Fatigue failure of welded vertical members of a steel truss bridge
This paper describes the analysis of the collapse of a steel truss motorway bridge. The cause of the failure was fatigue crack initiation and propagation in a welded vertical member caused by insufficient weld penetration. Copyright (C) 1996 Elsevier Science Ltd.
- Publisher
- PERGAMON-ELSEVIER SCIENCE LTD
- Issue Date
- 1996-06
- Language
- English
- Article Type
- Article
- Citation
ENGINEERING FAILURE ANALYSIS, v.3, no.2, pp.103 - 108
- ISSN
- 1350-6307
- Appears in Collection
- ME-Journal Papers(저널논문)
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