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

Table 10

Details of beams with 600 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
[39]	L-5	200	400	3200	30	1.3	982	622	—	54.67	35.3	2.80	3.52
	L-7	200	400	3200	30	1.3	982	622	—	54.67	35.3	2.80	3.52
	L-8	200	400	3200	30	1.0	763	654	—	54.67	35.3	2.80	3.52
	L-9	200	400	3200	30	0.7	509	654	—	54.67	35.3	2.80	3.52
	L-10	200	400	3200	30	1.0	763	654	—	67.42	45.49	3.68	3.68
	L-11	200	400	3200	30	0.7	509	654	—	67.42	45.49	3.68	3.68
[61]	LW-1	200	400	3200	30	—	509	654	—	54.27	35.11	3.02	—
	LW-2	200	400	3200	30	—	509	654	—	67.42	43.27	3.09	—
	LW-3	200	400	3200	30	—	763	654	—	54.27	35.11	3.02	—
	LW-4	200	400	3200	30	—	763	654	—	67.42	43.27	3.09	—
	LW-5	200	400	3200	30	—	982	622	—	54.27	35.11	3.02	—
	LW-6	200	400	3200	30	—	982	622	—	67.42	43.27	3.09	—
[53]	LW1	200	400	3000	25	0.8	603	645	—	19.5	19.5	2.22	—
	LW2	200	400	3000	25	0.8	603	645	—	31.2	31.2	2.85	—
	LW3	200	400	300	25	1.4	982	610	—	19.5	19.5	2.22	—
	LW4	200	400	3000	25	1.4	982	610	—	31.5	31.2	2.85	—
[52]	L-1	250	400	3400	35	1.1	1140	500	200	—	14.3	1.43	3.0
	L-2	250	400	3400	35	1.1	1140	500	200	—	23.1	1.89	3.45
	L-3	250	400	3400	35	1.1	1140	500	200	—	27.5	2.04	3.6

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