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Partially connected composite beams
Authors:Mieczysław Kuczma  Bożena Kuczma
Institution:Institute of Structural Engieneering, University of Zielona Góra, ul. Podgórna 50, 65-246 Zielona Góra, Poland
Abstract:Analytical solutions to some boundary value problems for a steel-concrete composite beam with deformable shear connectors in the elastic range are presented. The obtained results show that the distribution of slip on the bond interface between the concrete slab and the steel girder is not a monotone function, even in the case of uniform loading on the composite beam. (© 2006 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)
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