Punching Behaviour of Reinforced Concrete Footings at Testing and According to Eurocode 2 and fib Model Code 2010

International Journal of Concrete Structures and Materials

Table 3 Punching forces of the footings registered by experiment and calculated according to Eurocode 2.

Footing label	V_test (kN) (Belletti et al. 2015b)	b (mm) (Belletti et al. 2015a)	d (mm) (Bonić et al. 2010)	a/d (Bonić 2011)	f_cm (MPa) (Bowles 2001)	ρ _l (%) (Brooms 2005)	V_R,aEC2=2d (kN) (Davidović et al. 2010)	V_test/V_Rd,c (Dieterle and Steinle 1981)	V_Rd (a_cr/d) (kN) (Dieterle and Rostásy 1987)	V_test/V_Rd,c (Commentary 2008)	V_Rd,c (kN) (EN 1992)	V_test/V_Rd,c (Fédération Internationale du Béton (fib) 2010)
Bonic et al.
F1	1001/906	850	175	1.93	30.37	0.40	4890	–	776 (0.8)	1.29	786	–
F2	1050	850	125	2.7	30.37	0.40	530	1.98	396 (1.15)	2.65	400	2.63
F3	430	850	100	3.34	16.83	0.40	225	1.91	208 (1.45)	2.07	210	2.05
F4	656	850	150	2.25	16.83	0.40	956	0.69	468 (0.95)	1.40	476	1.38
F5	451	850	125	2.7	15.28	0.40	421	1.07	315 (1.15)	1.43	318	1.42
F6	440	850	125	2.7	7.92	0.40	339	1.30	254 (1.15)	1.73	256	1.72
F7	527	850	125	2.7	15.83	0.27	374	1.41	279 (1.15)	1.89	282	1.87
F8	645	850	125	2.7	15.83	0.48	453	1.42	339 (1.15)	1.90	342	1.89
F9	720	850	125	2.7	15.83	0.91	560	1.29	419 (1.15)	1.72	423	1.70
Hegger et al.
DF1	551	900	150	2.5	20.2	1.03	992	0.56	638 (1.0)	0.86	647.45	0.85
DF2	530	900	150	2.5	22	1.03	1020	0.52	656 (1.0)	0.81	666	0.80
DF4	1251	900	250	1.5	24.5	0.62	Negative	–	1403 (0.6)	0.89	1410	0.89
DF5	1130	900	250	1.45	17.6	0.73	Negative	–	1467 (0.6)	0.77	1475	0.77
DF6	2836	1200	395	1.27	19.0	0.87	Negative	–	3255 (0.5)	0.87	3282	0.86
DF7	2569	1400	395	1.52	20.9	0.87	Negative	–	3080 (0.6)	0.83	3090	0.83
DF8	1203	1200	250	2.00	22.5	0.88	6099	–	1532 (0.8)	0.79	1549	0.78
DF10	1638	1200	250	2.00	38.1	0.91	7351	–	1847 (0.8)	0.89	1867	0.88
Rivkin
21F	180	1000	95	4.2	16.6	0.25	158	1.14	157 (1.8)	1.15	158	1.14
Kumer Shill and Hoque
	640	1524	212	3.12	13.8	0.56	880	0.73	747 (1.20)	0.86	753	0.85