Research Article
Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections
| Sample | First peak | Maximum peak | Load (kN) | Displacement (mm) | Load (kN) | Displacement (mm) |
| 1a | ā | ā | 13.68 | 4.73 | 1b | 7.86 | 2.21 | 13.36 | 4.66 | 2a | 1.30 | 0.52 | 30.04 | 35.08 | 2b | 3.76 | 1.22 | 19.43 | 24.71 | 3a | 1.37 | 0.56 | 8.85 | 3.74 | 3b | 8.85 | 3.74 | 9.34 | 9.27 |
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