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Shear evaluation of tapered bridge girder panels with steel corrugated webs near the supports of continuous bridges

Author
Zevallos, E.; Hassanein, M.; Real, E.; Mirambell, E.
Type of activity
Journal article
Journal
Engineering structures
Date of publication
2016-04
Volume
113
First page
149
Last page
159
DOI
https://doi.org/10.1016/j.engstruct.2016.01.030 Open in new window
Repository
http://hdl.handle.net/2117/84553 Open in new window
URL
http://www.sciencedirect.com/science/article/pii/S0141029616000468 Open in new window
Abstract
Because of public construction budgets were cut over the last few years, new bridge girders with corrugated webs to reduce the construction costs have become more widely studied and used. In spite that tapered bridge girders with corrugated webs (BGCWs) are used in modern bridges, their shear strength and behaviour rarely exists in literature. Based on available literature, the web of the linearly tapered BGCWs may be divided into three typologies with different structural response to shear forc...
Citation
Zevallos, E., Hassanein, M., Real, E., Mirambell, E. Shear evaluation of tapered bridge girder panels with steel corrugated webs near the supports of continuous bridges. "Engineering Structures", Abril 2016, vol. 113, p. 149-159.
Keywords
Inclination angle, Initial imperfection, Interactive buckling, Shear strength, Tapered corrugated steel webs
Group of research
ATEM - Structural and Materials Technology

Participants