Experimental Study and Reliability Analysis of Flexural Capacity of RC Beams Reinforced with 600 MPa Grade Steel

Table 6

Details of beams with 400 MPa steel bars.

Data sources	RC beam number	b/mm	h/mm	l0/mm	c/mm	ρ/100%	Reinforcement				Concrete
							As/mm^2	fy/MPa	Es/GPa	Fcu/MPa	Fck/MPa	fts/MPa	Ec × 104/MPa
[48]	SB-1	200	400	2210	30	0.9	628	470	200	18.80	14.30	1.99	2.47
	SB-2	200	400	2210	30	0.7	509	533	200	23.50	17.90	2.24	2.72
	SB-3	200	400	2210	30	0.6	461	493	200	15.50	11.80	1.78	2.25
[49]	L-1	200	400	3300	30	0.9	628	450	200	29.67	19.84	1.42	2.97
	L-2	200	400	3300	30	1.3	928	455	200	33.53	22.42	1.48	3.09
	L-3	200	400	3300	30	1.3	942	457	200	24.32	16.26	1.25	2.76
	L-4	200	400	3300	30	0.9	628	485	200	27.64	18.48	1.36	2.89
	TL-1	200	400	4300	30	0.9	628	465	200	27.38	18.50	1.36	2.88
	TL-2	200	400	4300	30	0.9	628	475	200	22.22	14.68	1.18	2.66
[50]	L-1	152	304	1800	30	0.5	226	504	200	47.75	28.64	2.44	3.32
	L-2	150	304	1800	30	0.8	339	504	200	40.90	27.50	2.38	3.28
	L-3	153	305	1800	30	1.2	509	479	200	42.75	28.64	2.44	3.32
	L-4	150	305	1800	30	1.2	509	458	200	41.00	27.47	2.38	3.28
	L-5	151	304	1800	30	—	308	448	200	42.80	28.68	2.44	3.32
	L-6	149	305	1800	30	1.3	509	479	200	44.60	29.88	2.50	3.36
[51]	B4A	180	300	3000	30	0.5	226	405	—	41.60	27.8	2.8	3.31
	B4B	180	300	3000	30	0.7	339	405	—	41.60	27.8	2.8	3.31
	B4C	180	300	3000	30	1.1	515	452	—	41.60	27.8	2.8	3.31
	B4D	180	300	3000	30	1.5	716	452	—	41.60	27.8	2.8	3.31
[52]	L7	250	400	3400	35	1.5	1521	360	200	—	14.3	1.432	3.0
	L8	250	400	3400	35	1.5	1521	360		—	23.1	1.89	3.45
	L9	250	400	3400	35	1.5	1521	360	200	—	27.5	2.04	3.6
[53]	LW-5	200	400	3000	25	2.0	1473	445	—	29.1	19.5	2.22	—

Note. Symbol “—” means that the parameter has no relevant data in the literature.