Research Article
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 |
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