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
PN-EN 1992-1-1:2008/NA:2010 Eurokod 2. Projektowanie konstrukcji z betonu. Część 1-1: Reguły ogólne i reguły dla budynków;
Google Scholar
Modele Code 2010, Final draft – Volume 2, FIB Bulletin 66, April 2012;
Google Scholar
Kinnunen S, Nylander H.: Punching of concrete slabs without shear reinforcement. Transactions No.158. Royal Institute of Technology, Stockholm, 1960, s. 112;
Google Scholar
Broms C.E.: Punching of flat plates – A question of concrete properties in biaxial compression and size effect. ACI Structural Journal V.87, No.3 May-June 1990, s. 292-304;
DOI: https://doi.org/10.14359/2624
Google Scholar
Hallgren M.: Punching shear capacity of reinforced high strength concrete slabs. Doctoral Thesis, KTH Stockholm, TRITA-BKN. Royal Institute of Technology, Stockholm, Bull. 23, 1996, s. 206;
Google Scholar
Hallgren M.: Modified Mechanical Model by Hallgren. Punching of structural concrete slabs. FIB Bulletin 12, April 2001, s. 46-55;
Google Scholar
Marzouk H., Rizk E., Tiller R.: Design of Shear Reinforcement for Thick Plates Using a Strut And Tie Model, Can. J. Civ, Eng., 37(2), 2010, s.181-194;
DOI: https://doi.org/10.1139/L09-120
Google Scholar
Rizk E., Marzouk H., Tiller R.: Design of thick Concrete Plates Using Strut And Tie Model, ACI Structural Journal, Vol. 109, No. 5, September-October 2012, s.677-686;
DOI: https://doi.org/10.14359/51684045
Google Scholar
CSA-A23.3-04, Design of Concrete Structures for Buildings. Canadian Standards Association, Rexdale, ON, Canada, 2004, s. 258;
Google Scholar
Theodorakopoulos D., Swamy R.: Ultimate Punching Shear Strenght Analysis of Slab-Column Connections, Cement and Concrete Composites, V.24, No. 6, 2002, s. 509-521;
DOI: https://doi.org/10.1016/S0958-9465(01)00067-1
Google Scholar
Urban T., Krakowski. J, Gołdyń M., Krawczyk Ł.: Przebicie żelbetowych płyt krępych (Punching of RC plates), Zeszyt Nr19 Katedry Budownictwa Betonowego Politechniki Łódzkiej, Łódź 2013, s. 174;
Google Scholar
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;
Google Scholar
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
Google Scholar
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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