Abstract
In the present study, a simplified and useful design formula is proposed to predict the ultimate strength of a plate under longitudinal compression. The shape of the elastic buckling strength (ππ₯πΈ) equation is utilised and adjusted to predict the ultimate compressive strength of the plate. In total, 600 cases of reasonable plate scenarios are selected to update the design formula by broadly considering the plate geometry (i.e., plate length, breadth, and thickness), material property (i.e., elastic modulus and yield strength), and initial deflection. The proposed formula, including the factor or coefficient for correction (πΆπ) may help ocean and shore (including onshore, offshore and nearshore) structural engineers improve safety and design the unstiffened plate element used in shipbuilding and oil and gas.
Original language | English |
---|---|
Article number | 113 |
Number of pages | 24 |
Journal | Journal of Marine Science and Engineering |
Volume | 13 |
Issue number | 1 |
DOIs | |
Publication status | Published - 9 Jan 2025 |
Funding
This research was supported by the Lloydβs Register Foundation (LRF, Grant No. CGY 100002). This research was conducted by the Ocean and Shore Technology (OST) research group (ost.snu.ac.kr) at Seoul National University.
Keywords
- limit state design
- structural safety
- update design formula
- simply supported
- Ocean and Shore Technology (OST)