Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model

Tadeusz Urban; Jakub Krakowski

doi:10.35784/bud-arch.1816

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Published: Sep 11, 2014

DOI: https://doi.org/10.35784/bud-arch.1816

Issue Vol. 13 No. 3 (2014)

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Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
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DOI

https://doi.org/10.35784/bud-arch.1816

Authors

Tadeusz Urban

tadeusz.urban@p.lodz.pl

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

Jakub Krakowski

jakub.krakowski@p.lodz.pl

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

References

PN-EN 1992-1-1:2008/NA:2010 Eurokod 2. Projektowanie konstrukcji z betonu. Część 1-1: Reguły ogólne i reguły dla budynków;

Modele Code 2010, Final draft – Volume 2, FIB Bulletin 66, April 2012;

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Urban T., Sitnicki J., Krakowski J.: O przebiciu żelbetowych płyt krępych. Zeszyty Naukowe Politechniki Rzeszowskiej Nr 283, Budownictwo i Inżynieria Środowiska – Zeszyt 59, (nr 3/2012/II), s. 125÷132;

Urban T., Gołdyn M., Krakowski J., Krawczyk Ł.: Experimental Investigation on Punching Behavior of Thick Reinforced Concrete Slabs. Archives of Civil Engineering, LIX, 2, 2013, s 157÷174; DOI: https://doi.org/10.2478/ace-2013-0008

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

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