A genetic algorithm optimization of ring-stiffened cylindrical shells for axial and radial buckling loads

被引:23
作者
Bagheri, M. [1 ]
Jafari, A. A. [2 ]
Sadeghifar, M. [3 ]
机构
[1] Shahid Sattari Air Univ, Dept Aerosp Engn, Tehran, Iran
[2] KN Toosi Univ Technol, Dept Mech Engn, Tehran, Iran
[3] Islamic Azad Univ, Nowshahr Branch, Dept Mech Engn, Nowshahr, Iran
关键词
Cylindrical shells; Ring stiffeners; Buckling loads; Two-objective optimization; Genetic algorithm; SINGULAR CONVOLUTION DSC; FREE-VIBRATION; CONICAL SHELLS; RITZ METHOD; DESIGN; STRINGER; PANELS;
D O I
10.1007/s00419-011-0507-2
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this research, the general axial and radial buckling optimization of ring-stiffened cylindrical shells is implemented by the genetic algorithm (GA). The stiffened shell is subjected to four constraints including the fundamental frequency, the structural weight, the axial buckling load, and the radial buckling load. In addition, six design variables including shell thickness, number of stiffeners, stiffeners width and height, stiffeners eccentricity distribution order, and stiffeners spacing distribution order are considered. In analytical solution, the Ritz method is applied and stiffeners are treated as discrete elements. The effect of the weighting coefficients of the objective functions on the optimum solution is studied. The results show that optimized stiffening a cylindrical shell leads to a lower structural weight, higher natural frequencies, and larger axial and radial buckling loads, simultaneously. In addition, the upper and lower bounds of the design variables influence the optimum results considerably. It is also found that the distributions of eccentricity and spacing of the stiffeners influence the magnitudes of the axial and radial buckling loads considerably.
引用
收藏
页码:1639 / 1649
页数:11
相关论文
共 50 条
  • [41] Asymptotic and numerical analysis of free low-frequency ring-stiffened shells vibrations
    Filippov, Sergei B.
    X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017), 2017, 199 : 342 - 347
  • [42] Buckling of cylindrical shells with measured settlement under axial compression
    Chen, Zhiping
    Fan, Haigui
    Cheng, Jian
    Jiao, Peng
    Xu, Feng
    Zheng, Chenchao
    THIN-WALLED STRUCTURES, 2018, 123 : 351 - 359
  • [43] Load-bearing behaviour and structural analysis of slender ring-stiffened cylindrical shells under quasi-static wind load
    Schneider, W
    Zahlten, W
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2004, 60 (01) : 125 - 146
  • [44] Comment on "Optimization for buckling loads of grid stiffened composite panels"
    Talezadehlari, Ali
    Rahimi, G. H.
    COMPOSITE STRUCTURES, 2016, 135 : 409 - 410
  • [45] BUCKLING TEST OF THIN-WALLED METALLIC CYLINDRICAL SHELLS UNDER LOCALLY DISTRIBUTED AXIAL COMPRESSION LOADS
    Jiao, Peng
    Chen, Zhiping
    Ma, He
    Zhang, Delin
    Wu, Jihang
    Ge, Peng
    Gu, Yanan
    PROCEEDINGS OF THE ASME 2020 PRESSURE VESSELS & PIPING CONFERENCE (PVP2020), VOL 3, 2020,
  • [46] Multi-failure theory of non-uniformly ring-stiffened composite shells under hydrostatic pressure
    Li, Ming
    Zhang, Lu
    Huang, Boen
    Zhu, Hengyi
    Fan, Hualin
    OCEAN ENGINEERING, 2024, 299
  • [47] Analysis using finite element method of the buckling characteristics of stiffened cylindrical shells
    Ismail, Mohd Shahrom
    Purbolaksono, Judha
    AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2024,
  • [48] Nonlinear buckling and postbuckling of heated functionally graded cylindrical shells under combined axial compression and radial pressure
    Huang, Huaiwei
    Han, Qiang
    INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2009, 44 (02) : 209 - 218
  • [49] Analysis of the influence of stiffness reduction on the load carrying capacity of ring-stiffened cylindrical shell
    Bai, Xu
    Xu, Weijun
    Ren, Huilong
    Li, Jinhua
    OCEAN ENGINEERING, 2017, 135 : 52 - 62
  • [50] Investigation on buckling behaviors of elastoplastic functionally graded cylindrical shells subjected to torsional loads
    Huang, Huaiwei
    Chen, Biao
    Han, Qiang
    COMPOSITE STRUCTURES, 2014, 118 : 234 - 240