Uniaxial Compressive Test of High Ductile Fiber-Reinforced Concrete and Damage Constitutive Model

Table 2

Mix design for experimental program.

Code	PVA content (%)	Water-binder ratio	Fly ash content (%)	Sand-binder ratio
1	0	0.29	50	0.36
2	1.0	0.29	50	0.36
3	1.5	0.29	50	0.36
4	2.0	0.29	50	0.36
5	2.0	0.26	50	0.36
6	2.0	0.32	50	0.36
7	2.0	0.29	60	0.36
8	2.0	0.29	40	0.36
9	2.0	0.29	50	0.24
10	2.0	0.29	50	0.48