2013
DOI: 10.3846/bjrbe.2013.01
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Determination of Stiffness of the Connections of Composite Steel and Concrete Bridge Deck by the Limit Permissible Deflections

Abstract: The composite steel and concrete structures are used for constructing bridge floors and others buildings. The joint action of composite structures as well as their economic efficiency depends on the connection between the layers, i.e. stiffness of the steel beam and the concrete slab. Under the effect of external load in the connection of steel and concrete the shear deformations occur. The size of these deformations depends on the effective shear stiffness of the connection of layers. When designing the compo… Show more

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Cited by 3 publications
(1 citation statement)
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“…To resolve these limitations, group stud shear connection with rather large studs was proposed and details for the connection have been investigated (Badie et al 2002;Okada et al 2006;Shim et al 2004Shim et al , 2007. The effective shear stiffness of the connection was proposed for the analysis of composite members (Marčiukaitis et al 2013;Shim et al 2000).…”
Section: Introductionmentioning
confidence: 99%
“…To resolve these limitations, group stud shear connection with rather large studs was proposed and details for the connection have been investigated (Badie et al 2002;Okada et al 2006;Shim et al 2004Shim et al , 2007. The effective shear stiffness of the connection was proposed for the analysis of composite members (Marčiukaitis et al 2013;Shim et al 2000).…”
Section: Introductionmentioning
confidence: 99%