Table 3 Comparison of finite element and test results for monolithically loaded specimens.
From: On the FE Modeling of FRP-Retrofitted Beam–Column Subassemblies
Specimen | Crack | Yield | Max | ||||||
|---|---|---|---|---|---|---|---|---|---|
Test | ANSYS | VecTor2 | Test | ANSYS | VecTor2 | Test | ANSYS | VecTor2 | |
CSM0 | |||||||||
F (kN) | 5.30 | 4.60 | 4.70 | 17.09 | 17.60 | 17.50 | 24.00 | 21.10 | 21.60 |
Δ (mm) | 1.70 | 2.30 | 2.00 | 14.00 | 13.30 | 13.00 | 80.00 | 80.00 | 80.00 |
RSM1 | |||||||||
F (kN) | 6.00 | 5.90 | 8.30 | 21.76 | 22.10 | 23.10 | 20.40 | 30.80 | 33.00 |
Δ (mm) | 2.10 | 2.80 | 3.00 | 19.97 | 16.00 | 17.00 | 80.00 | 80.00 | 80.00 |
RSM2 | |||||||||
F (kN) | 5.20 | 4.50 | 5.70 | 21.80 | 19.90 | 19.80 | 20.30 | 26.50 | 26.80 |
Δ (mm) | 1.50 | 1.40 | 2.00 | 18.80 | 13.40 | 13.00 | 80.00 | 80.00 | 80.00 |