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- W2359238214 abstract "To study the ultimate shear strength and failure modes of the shear studs for steel-concrete composite beam and steel-steel fiber concrete composite beam,the shear stud specimens of the two kinds of the composite beams were designed with reference to an actual steel-concrete composite bridge structure and the push-out tests for the ultimate shear strength of the specimens were made.In accordance with the results of the tests,the load～slip curves of the specimens were fitted,analyzed and compared to the shear capacity of the shear studs calculated in terms of the formulae in the different codes.The results of the analysis show that the ultimate shear capacity of the shear studs of the steel-steel fiber concrete composite beam is about 16% greater than that of the shear studs of the steel-concrete composite beam.The slipping values corresponding to the ultimate shear capacity of the former are about 2～2.5 times of the values of the latter.The failure characteristic of the steel-steel fiber concrete composite beam is that the shear studs of the beam are all cut off while the characteristic of the steel-concrete composite beam is that the concrete of the beam is cracked under compression.The shear capacity of the specimens obtained by the formulae in the different codes is all a little conservative." @default.
- W2359238214 created "2016-06-24" @default.
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- W2359238214 date "2012-01-01" @default.
- W2359238214 modified "2023-09-24" @default.
- W2359238214 title "Test Study of Shear Performance of Shear Studs for Steel-Concrete Composite Beams" @default.
- W2359238214 hasPublicationYear "2012" @default.
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