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 connection

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Published
2014-09-11

Cited by

Urban, T. and Krakowski, J. (2014) “Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model”, Budownictwo i Architektura, 13(3), pp. 183–192. doi: 10.35784/bud-arch.1816.

Authors

Tadeusz Urban 

Department of Concrete Structures; Faculty of Civil Engineering, Architecture and Environmental Engineering; Lodz University of Technology Poland

Authors

Jakub Krakowski 

Department of Concrete Structures; Lodz University of Technology Poland

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