Structural Behavior of Reinforced Self-Compacted Engineered Cementitious Composite Beams

Table 8

Ductility ratio for R-SC-ECC beams (experimental results).

Beam	Deflection at yield, (mm)	Deflection at failure, (mm)	Ductility ratio,
B1	8.76	18.41	2.1
B2	5.2	17.84	3.43
B3	7.16	32.08	4.48
B4	6.13	26.45	4.31
B5	8.95	41.41	4.62
B6	8.25	40	4.84
B7	10.04	18.33	1.83
B8	7.45	16.84	2.26