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

Table 1

Mix design conditions and experiment contents.

Section	Factors		Levels
Mix design conditions	PAFRC	Fiber dosage (%)	0, 1.0
		Fiber content (kg/m^3)	0, 13
	VAEPC	Displacement ratio (%)	0, 10
		Displacement content (kg/m^3)	0, 61
	W/C (%)		Plain mortar (PM), VAEPC: 40.0; PAFRC: 44.0
	C : S		1 : 2
	P/C: polymer-cement ratio (%)		10
	Target average compressive strengths at 28 age (MPa)		40
Experiment contents	Hardened state		Compressive and flexural strength (MPa): 28 days
	Low-velocity impact tests		Temperature conditions: −70, 70, and 140°C