Flexural Behavior of Reinforced High-Performance Concrete Beams Made with Steel Slag Coarse Aggregate

Table 9

Experimental and predicted deflection at service moment.

Beam code	Calculated design service moment M kN·m	Exp. deflection at M from test, mm	Calculated deflection at M, mm	Exp. def/cal. def	Span/exp. def.
			ACI 318 or ECP 203
BD1	3.25	1.50	1.02	1.47	1033
BD2	7	3	2.70	1.11	517
BD3	10.55	3.94	3.97	0.99	393
BD4	12.68	3.4	4.37	0.78	456
BS1	3.19	2	0.66	3.02	775
BS2	6.87	3.6	2.24	1.60	430
BS3	10.37	3.9	3.37	1.16	397
BS4	12.46	3.36	3.72	0.90	461