Research on Structural Collapse of a Containership under Combined Bending-Torsion by Oblique Waves

被引:3
作者
Liu, Weiqin [1 ,2 ]
Zou, Qilu [2 ]
Zhang, Yaqiang [2 ]
Nie, Yong [3 ]
Song, Xuemin [1 ,2 ]
机构
[1] Wuhan Univ Technol, Minist Educ, Key Lab High Performance Ship Technol, Wuhan 430062, Peoples R China
[2] Wuhan Univ Technol, Sch Naval Architecture Ocean & Energy Power Engn, Dept Naval Architecture & Ocean Engn, Wuhan 430062, Peoples R China
[3] China Harzone Ind Corp Ltd, Wuhan 430204, Peoples R China
关键词
containership; collapse; CFD; nonlinear FEM; oblique wave; ULTIMATE STRENGTH; HULL GIRDER; MODEL; LOADS;
D O I
10.3390/jmse12030444
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Large waves cause a great number of collapsed-ship accidents, resulting in the loss of many lives and properties. It has been found that most of these collapses are caused by encountering oblique waves. As a result, the ship structure experiences a complex collapse under combined bending and torsion. This paper utilizes a numerical hydroelasto-plastic approach, coupling CFD (Computational Fluid Dynamics) with the nonlinear FEM (Finite-Element Method), to study the structural collapse of a containership in oblique waves. First, a 4600 TEU containership was selected to study its collapse mechanism under oblique waves. Second, a hydroelasto-plastic numerical coupling of CFD and nonlinear FEM is used to co-calculate the wave loads and structural collapse of containership. The hydrodynamic model is constructed and used to solve wave loads in the CFD solver, and a nonlinear FEM model of containership with finer meshes is also modeled to solve the structural collapses, including plasticity and buckling. Third, several oblique-wave cases involving heading angles of 120 degrees, 135 degrees, 150 degrees, and 180 degrees are determined and calculated. Typical cases are discussed for time-domain stress histories and collapsed courses. Finally, the influence of oblique-wave parameters on structural collapse is discussed, and the collapse mechanism of containerships under the action of oblique waves is obtained, which provides a new understanding of ship structure design.
引用
收藏
页数:21
相关论文
共 35 条
  • [2] Group F.W., 2021, Fertilizer Week, P21
  • [3] Two- and three-dimensional hydroelastic modelling of a bulker in regular waves
    Hirdaris, SE
    Price, WG
    Temarel, P
    [J]. MARINE STRUCTURES, 2003, 16 (08) : 627 - 658
  • [4] Residual ultimate strength of large opening box girder with crack damage under torsion and bending loads
    Hu, Kang
    Yang, Ping
    Xia, Tian
    Peng, Ziya
    [J]. OCEAN ENGINEERING, 2018, 162 : 274 - 289
  • [5] ITTC, 2011, Recommended procedures and guidelines: resistance Test
  • [6] Ultimate strengths of steel rectangular box beams subjected to combined action of bending and torsion
    Kim, Kyungsik
    Yoo, Chai H.
    [J]. ENGINEERING STRUCTURES, 2008, 30 (06) : 1677 - 1687
  • [7] Experimental investigation on wave-induced bending moments of a 6,750-TEU containership in oblique waves
    Kim, Shinwoong
    Bouscasse, Benjamin
    Ducrozet, Guillaume
    Delacroix, Sylvain
    De Hauteclocque, Guillaume
    Ferrant, Pierre
    [J]. OCEAN ENGINEERING, 2023, 284
  • [8] Kim Y, 2009, J SHIP RES, V53, P31
  • [9] Structural failure assessment of a post-Panamax class containership: lessons learned from the MSC Napoli accident
    Koh, T. J.
    Paik, J. K.
    [J]. SHIPS AND OFFSHORE STRUCTURES, 2016, 11 (08) : 847 - 859
  • [10] Lakshmynarayanana P., 2015, Marine Structures, P95