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

Table 7

Flexural stress and displacement results obtained from the flexural tests.

Type of mortars	No. of specimens	Flexural stress (MPa)	Displacement at maximum load (mm)
PAFRC	1	6.07	0.40
	2	6.80	0.90
	3	5.14	0.41
VAEPC	1	4.24	0.62
	2	5.06	0.35
	3	5.48	0.79
Plain mortar	1	4.88	0.37
	2	4.63	0.34
	3	4.88	0.48