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- W2380479996 abstract "The experiments on stud shear connectors of steel-concrete composite beams and steel-steel fibre concrete composite beams were conducted.The shearing performances of the stud connectors of steel-steel fibre concrete composite beams were studied and compared with those of steel-concrete composite beams.The conclusions were as follows: the shear bearing capacity of the stud connectors of steel-steel fibre concrete composite beams was higher than that of steel-concrete composite beams;and the slip deflection corresponding to the biggest shear bearing capacity of the stud connectors of steel-steel fibre concrete composite beams was remarkably greater than that of steel-concrete composite beams.The theoretical calculation of the shear bearing capacity of the stud shear connectors of steel-steel fibre concrete composite beams was proposed." @default.
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- W2380479996 date "2008-01-01" @default.
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- W2380479996 title "Performance experiment on stud connectors of steel and steel-fibre concrete composite beams" @default.
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