Research Article
Interface Bond Characterization between Fiber and Cementitious Matrix
Table 5
Summary of test results.
| I.D. |
(mm) | δ (mm) | Initial stiffness (N/mm) | Peak pull-out load (N) |
| 0.4C3.0 | 0.098 | 0.150 | 3.940 | 0.616 | 0.4C1.5 | 0.088 | 0.143 | 3.700 | 0.460 | 0.4C1.0 | 0.093 | 0.137 | 2.380 | 0.340 | 0.5C3.0 | 0.110 | 0.222 | 3.613 | 0.603 | 0.5C1.5 | 0.109 | 0.150 | 2.756 | 0.503 | 0.5C1.0 | 0.100 | 0.155 | 2.241 | 0.309 |
| 0.4P7.5 | 0.276 | 1.316 | 2.252 | 0.405 | 0.4P5.0 | 0.310 | 0.918 | 0.777 | 0.306 | 0.4P3.75 | 0.277 | 0.735 | 0.870 | 0.228 | 0.5P7.5 | 0.323 | 1.763 | 2.346 | 0.374 | 0.5P5.0 | 0.386 | 1.288 | 0.711 | 0.298 | 0.5P3.75 | 0.279 | 0.703 | 1.096 | 0.199 |
| 0.4S15 | 0.226 | 0.443 | 845.1 | 207.4 | 0.4S7.5 | 0.302 | 0.465 | 391.6 | 171.85 | 0.5S15 | 0.250 | 0.408 | 510.0 | 170.44 | 0.5S7.5 | 0.284 | 0.552 | 349.3 | 135.76 |
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Note: δ is the pull-out displacement; corresponds to the displacement at which full debonding is completed.
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