Fig. 4From: Effect of steel and PVA fibres as monofibres on strength and cracking properties of fly ash and slag-based alkali-activated concreteLoad vs. member strain behaviour due to PVA fibres. a B-100/00. b B-80/20. c B-60/40. d B-40/60. e B-20/80. f B-00/100Back to article page