Authors |
Nº of Tests |
Filtering criterion |
Used tests |
fc < 15 MPa |
Square Geom. |
d < 100 mm |
Shear reinf. |
Low reliability |
|
Talbolt [12[12] TALBOT, A. N., Reinforced Concrete Wall Footings and Column Footings. Engineering Experiment Station, University of Illinois, Urbana, Bulletin No. 67, Mar. 1913, 114p.] |
69 |
50 |
- |
- |
- |
- |
19 |
Richart [17[17] RICHART, F. E., Reinforced Concrete Wall and Column Footings. ACI Journal, Proceedings, V. 45, No. 10, Oct. 1948, pp. 97-127.] |
140 |
3 |
12 |
- |
- |
- |
125 |
Rivkin [18[18] RIVKIN, S.: Calculation of Foundations, Budivel’nik, 1967 (in Russian).] |
9 |
- |
- |
9 |
- |
- |
0 |
Kordina and Nölting [19[19] KORDINA K, NOLTING D. Tragverhalten von ausmittig beanspruchten Einzelfundamenten aus Stahlbeton. Abschlußbericht zum DFG-Vorhaben Ko 204/27+30. Braunschweig; 1981.] |
11 |
- |
11 |
- |
- |
- |
0 |
Dieterle and Rostásy [14[14] DIETERLE, H., AND ROSTÁSY, F., Tragverhalten quadratischer Einzelfundamente aus Stahlbeton. Deutscher Ausschuss für Stahlbeton, Heft 387, Berlin, Germany, 1987, 134 pp.] |
25 |
- |
3 |
- |
4 |
- |
18 |
Hallgren et al. [15[15] HALLGREN, M., KINNUNEN, S., NYLANDER, B. Punching shear tests on column footings. Nordic Concrete Research 21(1), 1998, p.1-24.] |
14 |
1 |
- |
- |
3 |
- |
10 |
Timm [20[20] TIMM, M.: Durchstanzen von Bodenplatten unter rotationssymmetrischer Belastung, PhD thesis, Institut fur Baustoffe, Massivbau und Brandschutz, Technical University of Brunswick, Brunswick, Germany, 2003, 159 pp.] |
10 |
- |
- |
- |
7 |
- |
3 |
Sundquist and Kinnunen [23[23] SUNDQUIST, H.; KINNUNEN, S., The effect of large column section and slab thickness taper on the punching shear capacity of flat slabs, Bulletin No. 81, Dept. of Civil and Architectural Engineering, Royal Institute of Technology, Stockholm, 42 pp. (in Swedish).] |
8 |
- |
- |
- |
- |
- |
8 |
Hegger et al. [3[3] HEGGER, J., SHERIF, A.G., RICKER, M.: Experimental Investigations on Punching Behavior of Reinforced Concrete Footings. ACI Structural Journal/July-August 2006, p. 604-613.] |
5 |
- |
- |
- |
1 |
- |
4 |
Hegger et al. [4[4] HEGGER, J., RICKER, M., SHERIFF, A. G., Punching strength of reinforced concrete footings. ACI Structural Journal, September- October 2009, p. 706-716.] |
17 |
- |
- |
- |
4 |
- |
13 |
Bonić and Folić [16[16] BONIĆ, Z., FOLIĆ, R., Punching of column footings - comparison of experimental and calculation results. Gradevinar, V.65, No. 10, 2013, pp. 887-899.] |
6 |
4 |
- |
- |
- |
2 |
0 |
Urban et al. [21[21] URBAN T., GOLDYN M., KRAKOWSKI J., KRAWCZYK L. Experimental investigation on punching behavior of thick reinforced concrete slabs. Archives of civil engineering, Lix, 2, 2013, p. 157-174.] |
9 |
- |
- |
- |
- |
- |
9 |
Siburg and Hegger [22[22] SIBURG, C., HEGGER, J., Experimentelle Untersuchungen zum Durchstanzen von Einzelfundamenten mit baupraktischen Abmessungen. Beton und Stahlbetonbau 108 (2013), No. 7, p. 452-461] |
12 |
- |
- |
- |
5 |
- |
7 |
Total nº of obtained tests |
335 |
Total nº of filtered tests |
119 |
Total nº of used tests |
216 |
|
|
|
|
|
|