Table 5 A comparison between the results of experimental and FE ultimate loads.
From: Shear capacity of corrugated web steel beams strengthened with CFRP strips
Beam name | Experimental ultimate load23 (kN) | FE ultimate load (kN) | Error percentage of ultimate load in FE relative to Exp. (%) |
|---|---|---|---|
RC | 114 | 119 | 4.39 |
RHO | 142 | 158 | 11.27 |
RHB | 156 | 159 | 1.92 |
RMO | 165 | 177 | 7.27 |
RMB | 192 | 210 | 9.38 |
