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contributor authorYasunori Arizumi
contributor authorSumio Hamada
contributor authorTakeshi Oshiro
date accessioned2017-05-08T20:52:48Z
date available2017-05-08T20:52:48Z
date copyrightNovember 1988
date issued1988
identifier other%28asce%290733-9445%281988%29114%3A11%282555%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30247
description abstractThe distortional response and slip behavior of curved composite box girders were investigated. Three curved composite box girders with only end diaphragms were tested in order to provide additional information on the distortional and slip behavior of curved composite box girders. The test specimens were fabricated to exhibit different radii, cross sections, and placements of shear connectors. The test results were compared with analytical results based on the curved beam theory and the distortional theory proposed by Dabrowksi, as well as on the finite strip method. These results are in good agreement. A parametric study was also conducted to evaluate the effects of cross‐sectional deformations on the stresses of the girder.
publisherAmerican Society of Civil Engineers
titleBehavior Study of Curved Composite Box Girders
typeJournal Paper
journal volume114
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1988)114:11(2555)
treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 011
contenttypeFulltext


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