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- W2365516323 abstract "Perfobond shear connectors are commonly used as shear connectors in steel-concrete composite beams.This paper presents the results from static push-out tests on twenty-one perfobond shear connectors.The effects of the hole diameter of perfobond shear connector,concrete compressive strength,diameter and amount of the transverse rebar on the failure modes,load versus slip characteristics and shear resistance were mainly studied.Test results showed that the load versus slip curve of perfobond shear connectors approximately included the elastic stage,plastic-developing stage and the descending stage.Increasing the concrete compressive strength or hole diameter of the perforated steel plate could enhance the shear resistance of the perfobond shear connectors.When diameter of the transverse rebars increase from 16mm to 25mm,the shear resistance of the specimens is 21.8% higher.Shear resistance of specimens with transverse rebar(216) in holes is about 19.1% higher than that of specimens without transverse rebar in holes.The shear stiffness increased with high concrete strength.The connector hole diameter and the transverse rebar diameter have no obvious influence on the shear stiffness.In addition,this paper developed the formulas for calculating the shear resistance of the perfobond connectors.Achievements of the research can provide verifications and references for the compilation of the code for design of composite steel and concrete bridges." @default.
- W2365516323 created "2016-06-24" @default.
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- W2365516323 date "2009-01-01" @default.
- W2365516323 modified "2023-09-28" @default.
- W2365516323 title "Experimental studies on shear behavior of perfobond connectors" @default.
- W2365516323 hasPublicationYear "2009" @default.
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