Table 5 Comparison between experimental and finite element results.
From: Strengthening of Cutouts in Existing One-Way Spanning R. C. Flat Slabs Using CFRP Sheets
Group | Specimen | Experimental ultimate load pue (kN) | Finite element ultimate load Puf (kN) | Puf/Pue |
|---|---|---|---|---|
Reference | S0 | 67 | 65 | 0.97 |
1 | S1 | 56 | 55.2 | 0.99 |
S2 | 41 | 42 | 1.02 | |
2 | S3 | 62 | 60 | 0.97 |
S4 | 45 | 45.8 | 1.02 |