Research Article
A Novel Cold-Mixed Epoxy Concrete and Its Comparison with Hot-Mixed Epoxy Asphalt Concrete
Table 16
The four-point beam fatigue behavior of CME concrete and HMEA concrete.
| | Type | Strain level (micro) | Loading cycles | Initial stiffness (MPa) | Residual stiffness (%) | Cumulative dissipated energy (MJ/m3) | Initial phase angle (deg) | Finial phase angle (deg) |
| | CME concrete | 1200 | 481700 | 7253 | 50.0 | 4211.0 | 16.2 | 24.6 | | 800 | 1000000 | 7870 | 83.4 | 3220.6 | 12.0 | 14.4 |
| | HMEA concrete | 1200 | 129610 | 8129 | 50.0 | 1345.9 | 17.5 | 33.2 | | 800 | 1000000 | 12635 | 73.9 | 7041.3 | 12.9 | 22.2 |
|
|
