Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
Tadeusz Urban
Department of Concrete Structures; Faculty of Civil Engineering, Architecture and Environmental Engineering; Lodz University of Technology (Poland)
Jakub Krakowski
Department of Concrete Structures; Lodz University of Technology (Poland)
Abstract
The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.
Keywords:
column – slab connection, effective concrete strength, high strength concrete, reinforced concrete slab, column, load carrying capacity, edge connectionReferences
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Authors
Tadeusz UrbanDepartment of Concrete Structures; Faculty of Civil Engineering, Architecture and Environmental Engineering; Lodz University of Technology Poland
Authors
Jakub KrakowskiDepartment of Concrete Structures; Lodz University of Technology Poland
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