A comparative study on the hull strength of a ship with thin-walled box girders

被引:0
|
作者
Nie Wu [1 ]
Ma Chun-yan [1 ]
机构
[1] Harbin Engn Univ, Sch Ship Bldg Engn, Harbin 150001, Heilongjiang, Peoples R China
关键词
thin-walled box girder; longitudinal strength; torsion strength; deck buckling; ship survivability;
D O I
暂无
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
Based on the Finite Element Analysis and Thin Walled-Box girder Mechanics, two design concepts of adding box girders under main deck in order to increase the hull strength of ship are presented. By comparison and analysis on the longitudinal strength, torsion strength and deck buckling between designed concepts and the original concept, it is found that by adding box girders under the main deck, the weight of hull structure is increased by lower than 10%, but the stress on the plate of the main deck is reduced by about 10%, the stress on the plating of the second deck is reduced about 20%. The shear stress on the plating of both of the main deck and second deck is reduced, but the shear stresses in several nodes are increased. Also the capability of resisting damage to ship is obviously increased by adding box girders under the main deck. The deck buckling is also increased by more than 90%. Consequently, the box girders added under the main deck are useful and effective to increase the strength of hull and ship survivability.
引用
收藏
页码:11 / 16
页数:6
相关论文
共 22 条
  • [1] A comparative study on the hull strength of a ship with thin-walled box girders
    Wu Nie
    Chun-yan Ma
    Journal of Marine Science and Application, 2006, 5 (3) : 11 - 16
  • [2] A comparative study on the hull strength of a ship with thin-walled box girders
    NIE Wu and MA Chun-yan School of Ship Building Engineering
    Journal of Marine Science and Application, 2006, (03) : 11 - 16
  • [3] Calculation of shear stress of thin-walled box girders under restrained torsion
    Zhang Y.
    Huang H.
    Liang Y.
    1600, Southeast University (51): : 942 - 948
  • [4] Finite segment method for calculating the shear lag in thin-walled curved box girders
    Wu You-Ming
    Yue Zhu-Feng
    Lu Zhen-Zhou
    ACTA PHYSICA SINICA, 2009, 58 (06) : 4002 - 4010
  • [5] Comprehensive analysis on spatial integral effect of thin-walled box girders under eccentric load
    Zhang Y.
    Ma Y.
    Liu Z.
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2024, 57 (04): : 48 - 58
  • [6] Shear Lag Analysis of Thin-Walled Box Girders Adopting Additional Deflection as Generalized Displacement
    Zhang, Yuan-Hai
    Lin, Li-Xia
    JOURNAL OF ENGINEERING MECHANICS, 2014, 140 (04)
  • [7] Analysis on warping effect of thin-walled box girders considering coupling between torsion and distortion
    Zhang Y.
    Ma Y.
    Liu Z.
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2023, 53 (03): : 418 - 424
  • [8] Updating Bayesian detection of mechanical constants of thin-walled box girders based on Powell theory
    Zhang, Jian
    Jia, Chao
    Zhou, Chuwei
    ADVANCES IN MECHANICAL ENGINEERING, 2017, 9 (08): : 1 - 11
  • [9] Rational Method for Computing Polar Inertia Moment of Thin-walled Box Girders with Cantilever Slab
    Zhang Y.
    Liu Z.
    Wang C.
    Tiedao Xuebao/Journal of the China Railway Society, 2019, 41 (08): : 94 - 99
  • [10] Improved finite beam element method for analyzing the flexural natural vibration of thin-walled box girders
    Jiang, Lizhong
    Lai, Zhipeng
    Zhou, Wangbao
    ADVANCES IN MECHANICAL ENGINEERING, 2017, 9 (08) : 1 - 12