A Study on Self-Consolidate Concrete in Experimental Reinforced-Concrete Beam Column Structures with Alccofine and Steel Fiber

Table 2

Results at the ultimate level.

Designation for specimen	Yield load (kN)	Critical load (kN)	Yield deflection (mm)	Critical deflection (mm)	Critical stress (MPa)	Critical lateral strain (MPa)
BCJ1-SCC1	115	260	0.480769	0.922	8.666	0.0039
BCJ2-SCC2	125	275	0.478469	0.945	9.166	0.0039
BCJ1-AL-SCC-5%	175	305	0.418852	0.729	10.166	0.0041
BCJ2-AL-SCC-5%	185	310	0.459516	0.77	10.330	0.0042
BCJ1-AL-SCC-10%	210	330	0.439091	0.629	11.000	0.0060
BCJ2-AL-SCC-10%	215	350	0.405429	0.66	11.670	0.0062
BCJ1-AL-SCC-15%	185	310	0.571429	0.88	10.330	0.0081
BCJ2-AL-SCC-15%	225	315	0.525161	0.802	10.500	0.0097