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Longitudinal Shear Resistance of Composite Slabs: A New Model
A new model is presented describing the physical behaviour of shear connections in composite slabs. The model recognizes the improved shear resistance over the supports of shear connections in composite slabs. The application of the new model is related to the Partial Shear Connection method as available in the ENV 1994-1-1 (Eurocode 4). The model should be considered as a first step towards a design model based on obtained insight into the physical behaviour of connections in composite slabs.
Longitudinal Shear Resistance of Composite Slabs: A New Model
A new model is presented describing the physical behaviour of shear connections in composite slabs. The model recognizes the improved shear resistance over the supports of shear connections in composite slabs. The application of the new model is related to the Partial Shear Connection method as available in the ENV 1994-1-1 (Eurocode 4). The model should be considered as a first step towards a design model based on obtained insight into the physical behaviour of connections in composite slabs.
Longitudinal Shear Resistance of Composite Slabs: A New Model
Schuurman, R. G. (Autor:in) / Stark, J. W. B. (Autor:in)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
22.05.2002
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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