Author |
Nº of slabs |
Slabs remaining after the filter |
d < 85 mm |
fc < 20 MPa |
fys < 300 MPa and fys > 700 MPa |
Lack of information |
Elstner and Hognestad (1956) [29[29] ELSTER e HOGNESTAD. Shear Strength of Reinforced Concrete Slabs. ACI Journal, Proceedings. V. 53, No 1 Julho. 1956.] |
24 |
24 |
19 |
17 |
17 |
Kinnunem and Nylander (1960) [30[30] KINNUNEN, S. e NYLANDER, H. Punching of Concrete Slabs Without Shear Reinforcement. Transactions Nº 158, Royal Institute of Technology, Stockholm. 1960.] |
12 |
12 |
12 |
12 |
4 |
Moe (1961) [31[31] MOE, J. Shearing Strength of Reinforced Concrete Slabs and Footings under Concentrated Loads. Bulletin Nº D47, Portland Cement Association Research and Development Laboratories, Illinois. 1961.] |
13 |
13 |
13 |
11 |
5 |
Bernaert and Puech (1966) [32[32] BERNAERT, M., PUECH, M. Compte Rendu des Travaux du Groupe de Travail Poinçonnement. Comité Européen du Béton: Dalles, Structures planes. CEB-Bull. d´Information No. 57, Paris. 1966.] |
20 |
20 |
13 |
6 |
6 |
Manterola (1966) [33[33] MANTEROLA, M. Poinçonnement de Dalles Sans Armature D’effort Tranchant. Comité EuroPéEN du Béton: Dalles, Structures Planes, CEB-Bull d’Information No 58, Paris. 1966.] |
12 |
12 |
12 |
3 |
3 |
Yitzhaki (1966) [34[34] YITZHAKI, D. Punching Strength of Reinforced Concrete Slabs. ACI Journal Proceedings. Vol. 66, pp 527-540. 1966.] |
16 |
0 |
0 |
0 |
0 |
Mowrer and Vanderbilt (1967) [35[35] MOWRER, R. D. e VANDERBILT, M. D. Shear Strength of Lightweight Aggregate Reinforced Concrete Flat Plates. Journal of the American Concrete Institute. 1968.] |
25 |
0 |
0 |
0 |
0 |
Schaeidt et al. (1970) [36[36] SCHAEIDT, W., LADNER, M., ROSLI, A. Berechung von Flachdecken auf Durchstanzen. Eidgenossische Materialprufugs- und Versuchsanstalt, Dubendorf. 1970.] |
1 |
1 |
1 |
1 |
1 |
Vanderbilt (1972) [37[37] VANDERBILT, M. D. Shear Strength of Continous Plates. Journal of the Structural Division, Proceeding of the American Society of Civil Engineers. 1972.] |
15 |
0 |
0 |
0 |
0 |
Ladner (1973) [38[38] LADNER, M. Einflub der MaBstabgroBe bei Durchstanzversuche - Ableitung Eines Begrundeten Ubertragunggesetzes. Material und Technik. 1973.] |
1 |
1 |
1 |
1 |
1 |
Marti et al. (1977) [39[39] MARTI, P., PRALONG, J., THURLIMANN, B. Schubversuche an Stahlbeton-Platen. IBKonstruktion Bericht Nr. 7305-2, ETH Zurich, Birkhauser, Basel. 1977.] |
1 |
1 |
1 |
1 |
1 |
Kinnunen et al. (1978) [40[40] KINNUNEN, S.; NYLANDER, H. e TOLF, P. Investigations on punching at the division of building statics and structural engineering. Nordisk Betong. Stockholm 1978; 3:25-7. 1978.] |
8 |
8 |
8 |
4 |
0 |
Schaefers (1978) [41[41] SCHAEFERS, U. Konstruktion, Bemessung und Sicherheit gegen Durchstanzen von Balkenlosen Stalbetondecken im Bereich der Innenstutzen. DafStb Heft 357, Beuth-Verlag, Berlim. 1978.] |
2 |
2 |
2 |
2 |
2 |
Pralong et al. (1979) [42[42] PRALONG, J., BRANDLI, W., THURLIMANN, B. Durchstanzversuche an Stahlbeton- und Spannbetonplatten. IBK-Bericht Nr. 7305-3, ETH Zurich, Birkhauser, Basel. 1979.] |
1 |
1 |
1 |
1 |
1 |
Regan et al. (1979) [43[43] REGAN, P. E., WALKER, P. R. e ZAKARIA, K. A. A. Tests of reinforced concrete flat slabs. CIRIA Project Nº. RP 220. Polytechnic of Central London. 1979.] |
10 |
3 |
3 |
3 |
0 |
Rankin and Long (1987) [44[44] RANKIN, G. I. B. e LONG, A. E. Predicting the Enhanced Punching Strength of Interior Slab-Column Connections. Proc. Of the Institution of Civil Eng. 1987.] |
27 |
0 |
0 |
0 |
0 |
Regan (1986) [45[45] REGAN, P. E. Symmetric Punching of Reinforced Concrete Slabs. Magazine of Concrete Research.1986.] |
23 |
13 |
11 |
11 |
11 |
Tolf (1988) [46[46] TOLF, P,. Plattjocklekens Inverkan Pa Betongplattors Hallfasthet vid Genomstansning. Forsok med cikulara plattor. TRISTA-BST Bull. 146, Institutionen for Byggnadsstatik. KTH, Stockholm, 64pp. 1988.] |
8 |
8 |
8 |
4 |
4 |
Gardner (1990) [47[47] GARDNER, N. J. Relationship of the Punching Shear Capacity of Reinforced Concrete Slabs with Concrete Strength. ACI Structural Journal. V. 87. No 1. Pp 66-71. 1990.] |
18 |
9 |
7 |
0 |
0 |
Lovrovich and McLean (1990) [48[48] LOVROVICH, J. e MCLEAN, D. Punching Shear Behavior of Slabs with Varying Span Deth Ratios. ACI Structural Journal. V. 87. pp. 507-511. 1990.] |
5 |
0 |
0 |
0 |
0 |
Marzouk and Hussein (1991) [49[49] MARZOUK, H. e HUSSEIN, A. Experimental Investigation on the Behavior of High-Strength Concrete Slabs. ACI Structural Journal. 1991.] |
17 |
14 |
10 |
10 |
10 |
Ramdane (1993) [50[50] RAMDANE, K. Punching Shear of High-Performance Concrete Slabs. Proceedings of the 4th international symposium on the utilisation of high strength high-performance concrete. Paris; 1996. p. 1015-26. 1993.] |
15 |
15 |
15 |
15 |
15 |
Tomaszewicz (1993) [51[51] TOMASZEWICZ, A. High-Strength Concrete. SP2 - Plates and Shells. Report 2.3 Punching Shear Capacity of Reinforced Concrete Slabs. Nº STF70 A93082, SINTEF Structures and Concrete, Trondheim. 1993.] |
13 |
13 |
13 |
13 |
13 |
Hallgren (1996) [52[52] HALLGREN, M. Punching Shear Capacity of Reinforced High Strength Concrete Slabs. Tese de Doutorado, KTH Stockholm, TRITA-BKN. Bulletin No. 23, 150p. 1996.] |
7 |
7 |
7 |
7 |
6 |
Li (2000) [53[53] LI, K. K. L. Influence of size on punching shear strength of concrete slabs. Dissertação de Mestrado. McGill University. Montreal. 78 pp. 2000.] |
6 |
6 |
6 |
6 |
0 |
Birkle and Dilger (2008) [54[54] BIRKLE, G. e DILGER, W.H. Influence of Slab Thickness on Punching Shear Strength. ACI Structural Journal. Vol. 105, Nº 2 Março-Abril. 2008.] |
3 |
3 |
3 |
3 |
3 |
Guandalini et al. (2009) [22[22] GUANDALINI S., BURDET O.L., MUTTONI A. Punching tests of slabs with low reinforcement ratios. ACI Structural Journal, Vol.106, pp. 87-95. Jan.-Feb. 2009.] |
11 |
11 |
11 |
11 |
11 |
Sundquist and Kinnunen (2004) [55] |
3 |
3 |
3 |
0 |
0 |
Marzouk and Hossin (2007) [56[56] MARZOUK, H, HOSSIN, M. Crack analysis of reinforced concrete two-way slabs. Research Report RCS01, Faculty of Engineering and Applied Science, Memorial University of Newfoundland, St. John’s, Newfoundland. 2007.] |
8 |
8 |
8 |
8 |
0 |
Marzouk and Rizk (2009) [57[57] MARZOUK, H. RIZK. Punching analysis of reinforced concrete two-way slabs. Research Report RCS01, Faculty of Engineering and Applied Science, Memorial University of Newfoundland, St. John’s, Newfoundland, Canada. 2009.] |
11 |
11 |
11 |
11 |
0 |
Lips et al. (2012) [58[58] LIPS, S., RUIZ, M. F. e MUTTONI, A. Experimental Investigation on the Punching Strength and the Deformation Capacity of Shear-Reinforced Slabs, ACI Structural Journal. V. 109. No 6. Pp. 889-899. 2012.] |
4 |
4 |
4 |
4 |
4 |
Slabs remaining |
340 |
223 |
203 |
165 |
118 |