Table 1 FRP configuration and concrete compressive strength (Mahini 2005).
From: On the FE Modeling of FRP-Retrofitted Beam–Column Subassemblies
Specimen | No. of ply | l f (mm) | t f (mm) | E (GPa) | f u (MPa) | ε rup | (MPA) |
|---|---|---|---|---|---|---|---|
CSM0 | – | – | – | – | – | – | 40.82 |
RSM1 | 1 | 350 | 0.165 | 240 | 3,900 | 0.0155 | 40.82 |
RSM2 | 3 | 200 | 0.495 | 240 | 3,900 | 0.0155 | 47.17 |
CSC1 | – | – | – | – | – | – | 41.94 |
RSC1 | 3 | 200 | 0.495 | 240 | 3,900 | 0.0155 | 41.94 |