Table 6 Experimental load capacity versus finite element analysis results.
From: Experimental and numerical investigations of double bracket to CHS column joints
Specimen | P13%EXP. (kN) | P13%FE (kN) | P13%FE / P13%EXP |
|---|---|---|---|
S-100–300-3 | 9.30 | 10.10 | 1.086 |
S-100–400-1 | 24.40 | 23.70 | 0.971 |
S-100–400-2 | 15.30 | 14.67 | 0.959 |
S-75–300-1 | 25.00 | 29.48 | 1.179 |
S-60–300-1 | 33.30 | 39.11 | 1.174 |
S-100–300-1T | 25.00 | 24.90 | 0.996 |
Average Ratio | 1.068 (6.8%error) | ||
Standard deviation | 0.10 |
