Chinese Journal of Ship Research, Volume. 19, Issue 4, 254(2024)

Simplified analysis method for deformation of two-way stiffened plates based on orthotropic equivalent theory

Xiaolei LIU1...2, Yuchao YUAN1,2, and Wenyong TANG12 |Show fewer author(s)
Author Affiliations
  • 1State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
  • 2School of Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
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    References(7)

    [7] J K PAIK, J K SEO. Nonlinear finite element method models for ultimate strength analysis of steel stiffened-plate structures under combined biaxial compression and lateral pressure actions—Part I: plate elements. Thin-Walled Structures, 47, 1008-1017(2009).

    [8] [8] PAIK J K, THAYAMBALLI A K. Ultimate limit state design of steel plated structures[M]. Hoboken: John Wiley & Sons, 2003.

    [17] [17] ZHANG S M, JIANG L. A procedure f nonlinear structural collapse analysis[C]ASME 2014 33rd International Conference on Offshe Mechanics Arctic Engineering. American Society of Mechanical Engineers. San Francisco, CA, USA: ASME, 2014.

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    Xiaolei LIU, Yuchao YUAN, Wenyong TANG. Simplified analysis method for deformation of two-way stiffened plates based on orthotropic equivalent theory[J]. Chinese Journal of Ship Research, 2024, 19(4): 254

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    Paper Information

    Category: Ship Structure and Fittings

    Received: Apr. 24, 2023

    Accepted: --

    Published Online: Mar. 14, 2025

    The Author Email:

    DOI:10.19693/j.issn.1673-3185.03335

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