Evaluating the Resistance Performance of the VAEPC and the PAFRC Composites against a Low-Velocity Impact in Varying Temperature

Table 3

Mix proportions of mortars.

Type of mortars	W/C (%)	C : S	Unit weight (kg/m^3)
			Water	Cement	Fine aggregate		P/C
PAFRC	44.0	1 : 2	293	667	1334	13	—
VAEPC	40.0		267	606	1334	—	61.0
Plain mortar	40.0		267	667	1334	—	—

Note: C : S—cement vs fine aggregate, —PVA fiber volume, P/C—polymer to cement ratio.