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 4 Punching forces of the footings registered by experiment and calculated according to fib MC 2010.

Footing label	V_test (kN) (Belletti et al. 2015b)	b_c (mm) (Belletti et al. 2015a)	b (mm) (Bonić et al. 2010)	d (mm) (Bonić 2011)	a/d (Bowles 2001)	f_cm (MPa) (Brooms 2005)	ρ _l (%) (Davidović et al. 2010)	f _y (MPa) (Dieterle and Steinle 1981)	V_R-_Lo1 (kN) (Dieterle and Rostásy 1987)	V_test/V_R-_Lo1 (Commentary 2008)	V_R-Lo2 (kN) (EN 1992)	V_test/V_R-_Lo2 (Fédération Internationale du Béton (fib) 2010)
Bonic et al.
F1	1001/906	260	850	175	1.93	30.37	0.40	570	589	–	757	–
F2	1050	175	850	125	2.7	30.37	0.40	570	246	4.28	323	3.25
F3	430	175	850	100	3.34	16.83	0.40	570	133	3.23	188	2.29
F4	656	175	850	150	2.25	16.83	0.40	570	240	2.73	390	1.68
F5	451	175	850	125	2.7	15.28	0.40	570	174	2.59	273	1.65
F6	440	175	850	125	2.7	7.92	0.40	570	125	3.51	219	2.01
F7	527	175	850	125	2.7	15.83	0.27	477	194	2.72	200	2.64
F8	645	175	850	125	2.7	15.83	0.48	477	194	3.33	280	2.30
F9	720	175	850	125	2.7	15.83	0.91	477	194	3.72	343	2.10
Hegger et al.
DF1	551	150	900	150	2.5	20.2	1.03	552	229	2.41	479	1.15
DF2	530	150	900	150	2.5	22	1.03	552	239	2.22	496	1.07
DF4	1251	150	900	250	1.5	24.5	0.62	552	593	2.11	1174	1.07
DF5	1130	175	900	250	1.45	17.6	0.73	515	577	1.96	1140	0.99
DF6	2836	200	1200	395	1.27	19.0	0.87	552	1089	2.60	2712	1.05
DF7	2569	200	1400	395	1.52	20.9	0.87	552	965	2.66	2644	0.97
DF8	1203	200	1200	250	2.00	22.5	0.88	552	521	2.31	1263	0.95
DF10	1638	200	1200	250	2.00	38.1	0.91	552	678	2.41	1581	1.04
Rivkin
21F	180	200	1000	95	4.2	16.6	0.25	304	166	1.09	73	2.47
Kumer Shill and Hoque
	640	200	1524	212	3.12	13.8	0.56	414	307	2.08	623	1.03