An updated design formula for predicting the compressive strength of plate: elastic buckling and ultimate compressive strength

Do Kyun Kim, Hee Yeong Yang, Shen Li, Seungjun Kim

Research output: Contribution to journal β€Ί Article β€Ί peer-review

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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 (𝜎π‘₯𝐸) 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 (𝐢𝑓) 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 languageEnglish
Article number113
Number of pages24
JournalJournal of Marine Science and Engineering
Volume13
Issue number1
DOIs
Publication statusPublished - 9 Jan 2025

Funding

This research was supported by the Lloyd’s 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)

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