International Journal of Concrete Structures and Materials

Table 3 Toughness and ductility factors of the beams.

From: Mechanical Properties and Flexural Strength of Reinforced Concrete Beams Containing Waste Material as Partial Replacement for Coarse Aggregates

Beam	Toughness (kN mm)	Ductility factor	Ductility ratio
B₀	1883	10.2	1
R₅	1701	8.0	0.78
R₁₀	1528	7.7	0.75
R₁₅	1366	8.3	0.81
P₅	1751	7.4	0.73
P₁₀	1700	7.2	0.71
P₁₅	1667	6.9	0.68
B₅	1955	8.3	0.81
B₁₀	1957	7.4	0.73
B₁₅	1863	7.6	0.75

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