Abstract
In the last years the knowledge of the punching failure in R/C slabs increased thanks to several scientific studies. The progress obtained in this field is considerable, nevertheless achieved results are only taken into consideration by few Codes. The most updated code is the Model Code 2010, which adopted the Critical Shear Crack Theory (CSCT) for the punching shear capacity of R/C slab-column connections. At the same time, the EC2 formulation for punching is under revision, but the new formulation will not be available before three-four years. In this paper, the authors discuss main code provisions (ACI, current EC2, two proposals for revision of EC2, MC 2010, old Italian Recommendations) for punching shear capacity of R/C flat slabs without shear reinforcement. Through a parametric analysis, the authors investigate how each code takes into account the influence of main variables, which come into play in the punching phenomenon, on the evaluation of the punching capacity. Finally, results of each code formulation are compared with different literature experimental data.
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References
Fédération Internationale du Béton (fib) (2012) Model Code 2010 - Final draft, Vol. 1-2, fédération internationale du béton, Bulletin 65, Lausanne, Switzerland
Muttoni A (2008) Punching shear strength of reinforced concrete slabs without transverse reinforcement. ACI Struct J 105(4):440–450
ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary. American Concrete Institute, Farmington Hills, MI
CEN (2004) Eurocode 2: design of concrete structures. Part 1-1: general rules and rules for buildings. EN 1992-1-1, December 2004
Hegger J, Siburg C, Kueres D (2016) Proposal for punching shear design based on Eurocode 2. Institute of Structural Concrete RWTH Aachen University, Germany, 22 January 2016
Muttoni A, Fernández Ruiz M, Simões J, Cavagnis F (2016) Background document to provisions for Shear and Punching Shear Design – Closed Form solutions based on Model Code 2010 and Critical Shear Crack Theory. IBETON École Polytechnique Féderale de Lausanne, Lausanne, 3 June 2016
DM96 - Decreto 9 gennaio 1996 (1996) Norme tecniche per il calcolo, l’esecuzione ed il collaudo delle strutture in cemento armato, normale e precompresse per le strutture metalliche. Ministero dei Lavori Pubblici, Roma (in Italian)
SIA (2003) Code 262 for Concrete Structures, Swiss Society of Engineers and Architects, Zürich, 94 p
Banthia N, Al-Asaly M, Ma S (1995) Behavior of concrete slabs reinforced with fiber-reinforced plastic grid. ASCE J Mater Civil Eng 7(4):252–257
Broms CK (1990) Punching of flat plates – a question of concrete proprieties in biaxial compression and size effect. ACI Struct J 87(3):292–304
Criswell ME (1974) Static and dynamic response of reinforced concrete slab-column connections. ACI Spec Pubbl 42:721–746
Elstner RC, Hognestad E (1956) Shearing strength of reinforced concrete slabs. ACI J Am Concr Inst 28(53-2):29–58, July 1956
Etter S, Heinzmann D, Jaeger T, Marti P (2009) Versuche zum Durchstanzverhalten von Stahlbetonplatten (Tests on the Punching Behavior of Reinforced Concrete Slabs). Report No. 324, Institute of Structural Engineering (IBK), Swiss Federal Institute of Technology (ETH), Zurich, Switzerland, 64 p (in German)
Forssell C, Holmberg Å (1946) Stämpellast på Plattor av Betong. Betong (Stockholm) 31(2):95–123 (in Swedish)
Graf O (1938) Versuche über die Widerstandsfähigkeit von allseitig aufliegenden dicken Eisenbetonplatten unter Einzellasten. Deutscher Ausschuß für Eisenbeton, Heft 88 (in German)
Ghannoum CM (1998) Effect of high strength concrete on the performance of slab-column specimens. Master Degree thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Canada
Guandalini S (2005) Poinçonnement symétrique des dalles en béton armé. PhD thesis, École Polytechnique Fédérale de Lausanne, Lausanne, Switzerland
Lee JH, Yoon YS, Cook WD, Mitchell D (2009) Improving punching shear behavior of glass fiber-reinforced polymer reinforced slabs. ACI Struct J 106(4):427–434
Li K (2000) Influence of size on punching shear strength of concrete slabs. Master Degree thesis, Department of Civil Engineering and Applied Mechanics, McGill University, Montréal, Canada
Lips S, Fernández Ruiz M, Muttoni A (2012) Experimental investigation on punching strength and deformation capacity of shear-reinforced slabs. ACI Struct J 109:889–900
Long AE, Masterson DM (1974) Improved experimental procedure for determining the punching strength of reinforced concrete flat slab structures. ACI Spec Publ 42:921–938
Manterola M (1966) Poinçonnement de dalles sans armature d’effort tranchant. In: Comité Européen du Béton (Hrsg.): Dalles, Structures planes, CEB-Bull. d’Information No. 58, Paris (in French)
Marzouk H, Jiang D (1997) Experimental investigation on shear enhancement types for high-strength concrete plates. ACI Struct J 94(1):49–58
Marzouk H, Hussein A (1991) Experimental investigation on the behavior of high-strength concrete slabs. ACI Struct J 88(6):701–713
Matthys S, Taerwe L (2000) Concrete slabs reinforced with FRP grids II: punching resistance. ACI J Composites Constr 4(3):154–161
McHarg J, Cook WD, Mitchell D, Yoon Y (2000) Benefits of concentrated slab reinforced and steel fibers on performance of slab-column connections. ACI Struct J 97(2):225–234
Moe J (1961) Shearing strength of reinforced concrete slabs and footings under concentrated loads. Portland Cement Assoc D47:135
Mokhtar AS, Ghali A, Dilger W (1985) Stud shear reinforcement for flat concrete plates. ACI J 82(5):676–683
Oliveira DR, Melo GS, Regan PE (2000) Punching strengths of flat plates with vertical or inclined stirrups. ACI Struct J 97(3):485–491
Ospina CE, Alexander SDB, Cheng JJR (2003) Punching of two-way concrete slabs with fiber-reinforced polymer reinforcing bars or grids. ACI Struct J 100(5):589–598
Pilakoutas K, Li X (2003) Alternative shear reinforcement for reinforced concrete flat slabs. J Struct Eng 129(9):1164–1172
Rankin GIB, Long AE (1987) Predicting the punching strength of conventional slab-column specimens. Struct Eng Group, Part I, 82:1165–1186, April 1987
Regan PE (1984) The dependence of punching resistance upon the geometry of the failure surface. Mag Concr Res 36(126):3–8
Sistonen E, Lydman M, Huovinen S. (1997) The geometrical model of the calculation formula of the punching shear capacity of the reinforced concrete slab. Helsinki University of Technology, Laboratory of Structural Engineering and Building Physics, October 1997
Swamy RN, Ali SAR (1982) Punching shear behavior of reinforced slab-column connections made with steel fiber concrete. ACI J 79:392–406
Taylor R, Hayes B (1965) Some tests on the effect of the edge restrain on punching shear in reinforced concrete slabs. Mag Concr Res 17(50):39–44
Timm M (2003) Punching of foundation slabs under axisymmetric loading. PhD diss., Institute for Building Materials, Concrete Structures and Fire Protection of the Technical University Braunschweig
Urban T (1994) Nosnosc na przebicie w aspekcie proporcji bokow slupa), Badania Doswiadczalne Elementów I Konstrukcji Betonowych. Report 3. Lodz, Poland, 76 p (in Polish)
Widianto BO, Jirsa JO, Tian Y (2010) Seismic rehabilitation of slabcolumn connections. ACI Struct J 107(2):237–247
Yamada T, Nanni A, Endo K (1992) Punching shear resistance of flat slabs: influence of reinforcement type and ratio. Struct J 89(5):555–563
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Lapi, M., Orlando, M., Angotti, F., Spinelli, P. (2018). Comparison of Recent Code Provisions for Punching Shear Capacity of R/C Slabs Without Shear Reinforcement. In: di Prisco, M., Menegotto, M. (eds) Proceedings of Italian Concrete Days 2016. ICD 2016. Lecture Notes in Civil Engineering , vol 10. Springer, Cham. https://doi.org/10.1007/978-3-319-78936-1_9
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