Research Article
Numerical Study on the Local Buckling Behaviour of Bolted Steel Plates in Steel Jacketing
Table 5
Information of models.
| Compression | Restraint measure | Thickness of plates (mm) | 2.0 | 4.3 | 5.7 |
| Concentric | No restraint measure | C2NN | C4NN | C6NN |
| eccentric | No restraint measure | E2NN | E4NN | E6NN | Bolt densification | E2AN | E4AN | E6AN | Longitudinal stiffener (mm × mm) | 4 × 20 | E2SN | E4SN | E6SN | 6 × 25 | E2MN | E4MN | E6MN | 8 × 30 | E2LN | E4LN | E6LN | Longitudinal and transverse stiffeners (mm × mm) | 4 × 20 | E2SS | E4SS | E6SS | 6 × 25 | E2MM | E4MM | E6MM | 8 × 30 | E2LL | E4LL | E6LL |
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