Research Article
A Bracket-Stiffened Two-Planar Overlapped Tubular KT-Joint for Offshore Jack-Up Fatigue Analysis
Table 2
SCF results for the two-planar overlapped KT-joint under different loadings and design conditions.
| Loading | Location | SCF values | 2 brace gap without brackets | 3 brace gap without brackets | 2 brace gap with brackets |
| Axial | Crown toe @ Chord | 2.52 | 2.29 | 1.66 | Crown toe @ Brace | 1.59 | 1.71 | 0.77 | Upper bracket toe @ Brace (longitudinal) | — | — | 1.38 | Lower bracket toe @ Brace (longitudinal) | — | — | 0.54 | In-plane bending | Crown toe @ Chord | 0.85 | 0.52 | 0.08 | Crown toe @ Brace | 0.62 | 0.68 | 0.22 | Upper bracket toe @ Brace (longitudinal) | — | — | 1.40 | Upper bracket toe @ Brace (transverse) | — | — | 1.17 |
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