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Transversally and longitudinally stiffened steel plate girders subjected to patch loading

Author
Chacon, R.; Mirambell, E.; Real, E.
Type of activity
Journal article
Journal
Thin-walled structures
Date of publication
2019-05
Volume
138
First page
361
Last page
372
DOI
10.1016/j.tws.2019.02.009
Repository
http://hdl.handle.net/2117/130608 Open in new window
URL
https://www.sciencedirect.com/science/article/pii/S0263823118315921 Open in new window
Abstract
This article presents some observations related to the phenomenon that occurs when transversally and longitudinally stiffened steel plate girders are subjected to patch loading. The failure mechanism differs considerably for the particular structural case of girders with largely spaced transverse stiffeners, which have been studied thoroughly in last decades. Steel plate girders with closely spaced stiffeners are occasionally found in bridge design and for such cases, the current EN1993-1-5 rule...
Citation
Chacon, R.; Mirambell, E.; Real, E. Transversally and longitudinally stiffened steel plate girders subjected to patch loading. "Thin-walled structures", Maig 2019, vol. 138, p. 361-372.
Keywords
Patch loading EN1993-1-5 Stiffening longitudinal stiffening plate buckling
Group of research
ATEM - Structural and Materials Technology