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- W270670079 abstract "Many reinforced concrete deck girder bridges were built in the 1950s, and now some of their components are showing signs of distress. In this paper, part of a two-part study evaluating bent caps from 1950s reinforced concrete deck girder bridges, five realistic full-scale replicas of in-service bent caps with 1950s vintage details were constructed and tested under incremental cyclic loads. The test specimens were a subassemblage of pertinent bridge components at the bent cap region, including the integral columns, cap beam, and portions of the monolithic internal girders that frame into the cap. The results showed that the shear span-depth ratio, the anchorage of flexural steel, and web reinforcement were all salient parameters that affected ultimate shear capacity. The bond stress provided in AASHTO-LRFD and ACI 318-08 underestimated the available flexural anchorage because neither of these provisions takes into account the beneficial effect of active confining stress on bond strength. Shear compression was the failure mode in all of the specimens and the failure mode in all but one specimen was brittle." @default.
- W270670079 created "2016-06-24" @default.
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- W270670079 date "2010-01-01" @default.
- W270670079 modified "2023-09-25" @default.
- W270670079 title "Evaluation of Reinforced Concrete Deck Girder Bridge Bent Caps with 1950s Vintage Details: Laboratory Tests" @default.
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- W270670079 doi "https://doi.org/10.14359/51663904" @default.
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