Research Article
Numerical Study on the Local Buckling Behaviour of Bolted Steel Plates in Steel Jacketing
Table 3
The information of specimens.
| | Number | Name | Loading condition | Thickness of plate
t (mm) | Size and category of stiffeners (mm × mm) | | Longitudinal | Transverse |
| | 1 | C4NN | Axial-compressive (C) | 4.3 () | No (N) | No (N) | | 2 | E4NN | Eccentric-compressive (E) | 4.3 () | No (N) | No (N) | | 3 | E6NN | Eccentric-compressive (E) | 5.7 () | No (N) | No (N) | | 4 | E4AN | Eccentric-compressive (E) | 4.3 () | Bolt fixing (A) | No (N) | | 5 | E4SN | Eccentric-compressive (E) | 4.3 () | 4 × 20 (small, S) | No (N) | | 6 | E4MN | Eccentric-compressive (E) | 4.3 () | 6 × 25 (medium, M) | No (N) | | 7 | E4LN | Eccentric-compressive (E) | 4.3 () | 8 × 30 (large, L) | No (N) | | 8 | E4SS | Eccentric-compressive (E) | 4.3 () | 4 × 20 (small, S) | 4 × 20 (small, S) |
|
|
