Research Article
Mechanical Behavior and Its Influencing Factors on Engineered Cementitious Composite Linings
Table 2
Test results of lining members.
| Linings | Crack initiation | Yield | Peak | Failure | Displacement (mm) | Load (kN) | Displacement (mm) | Load (kN) | Displacement (mm) | Load (kN) | Displacement (mm) | Load (kN) | Ductility factor |
| NC | 2.09 | 11.24 | 23.34 | 39.62 | 54.07 | 53.81 | 59.63 | 48.84 | 2.55 | RC | 2.37 | 14.99 | 19.72 | 54.22 | 35.97 | 77.11 | 60.13 | 65.56 | 3.05 | ECC | 3.74 | 13.78 | 24.41 | 54.73 | 34.59 | 69.52 | 79.49 | 59.08 | 3.26 | R/ECC | 4.82 | 20.77 | 20.08 | 72.56 | 31.54 | 103.06 | 71.21 | 87.67 | 3.55 |
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