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 6 Punching forces according to Eurocode 2 model and according to the proposed solution.

Label	V_test (kN) (Belletti et al. 2015b)	d (cm) (Belletti et al. 2015a)	V_Rd,c-ECP (kN) (Bonić et al. 2010)	V_test/V_Rd,c (Bonić 2011)	V_Rd,c-prop. (kN) (Bowles 2001)	V_test/V_Rd,c-prop. (Brooms 2005)
Bonic et al.
F2	1050	12.5	400	2.63	482	2.18
F3	430	10	210	2.05	257	1.67
F4	656	15	476	1.83	475	1.38
F5	451	12.5	318	1.42	342	1.32
F6	440	12.5	256	1.72	247	1.78
F7	527	12.5	270	1.95	316	1.67
F8	645	12.5	328	1.97	364	1.77
F9	720	12.5	405	1.78	427	1.69
Hegger et al.
DF1	551	15	647	0.85	571	0.96
DF2	530	15	666	0.80	596	0.89
DF4	1251	25	1410	0.89	1181	1.06
DF5	1130	25	1475	0.77	1153	0.98
DF6	2836	39.5	3282	0.86	2255	1.26
DF7	2569	39.5	3090	0.83	2157	1.19
DF8	1203	25	1549	0.78	1242	0.98
DF10	1638	25	1867	0.88	1629	1.0
Rivkin
21F	180	9.5	158	1.14	206	0.87
Kumer Shill and Hoque
	640	21.2	747	0.85	594	1.08