Buckling Behavior and Design Optimization of Stiffened-Aluminum Cylindrical Shells under External Pressure

被引:0
|
作者
Tabish, F. N. U. [1 ]
Mamaghani, Iraj H. P. [1 ]
机构
[1] Univ North Dakota, Dept Civil Engn, 243 Centennial Dr, Stop 8115, Grand Forks, ND 58202 USA
来源
JOURNAL OF STRUCTURAL DESIGN AND CONSTRUCTION PRACTICE | 2025年 / 30卷 / 02期
关键词
Ring stiffeners; Cylindrical specimen; Critical buckling pressure; Geometric imperfection; Flexural buckling; Local buckling; Finite element (FE) analysis; Geometric and stiffeners parameters; Optimization; CYLINDERS;
D O I
10.1061/JSDCCC.SCENG-1555
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ring stiffeners are preferably used to enhance thin-walled cylindrical shell buckling resistance while subjected to external lateral pressure. A comprehensive finite element (FE) numerical study investigated the influence of geometric and stiffener properties on the critical buckling pressure for aluminum-made ring-stiffened cylindrical shells under uniform external pressure. For validation purposes, 10 ring-stiffened cylindrical specimens were modeled using an ANSYS workbench 2022 whose stiffener dimensions varied so that all specimens' overall weight remained constant. FE linear buckling results were substantiated by the experimental work and the theoretical formulas in the literature. Imperfection sensitivity analysis proves that the stiffened cylindrical specimens under external pressure are less sensitive to imperfection. An optimization study was conducted to achieve the optimal stiffener dimensions by considering 182 specimens such that the overall cylindrical weight remained the same for all specimens. It reveals that linear buckling pressure improves by considering optimum stiffener dimensions. A further parametric study was conducted by considering 350 sample specimens with different radius-to-thickness (R/t) ratios, stiffener's area/tank radius, l/R, and shell thicknesses. A parametric study reveals that the stiffened cylindrical shells with a lower R/t ratio give higher buckling strength; however, linear buckling strength significantly decreases as the R/t ratio increases. Moreover, the linear buckling strength can be gained by increasing the stiffener area and by increasing the shell thickness, with a more pronounced effect observed in tubular specimens. The shell thickness, R/t ratio, and relative stiffener area are the most critical parameters affecting the buckling strength. The specimens with middle-range stiffeners give higher buckling strength, indicating that the optimum choice of ring stiffeners should be considered in the stiffened cylindrical shell structures to obtain higher buckling strength.
引用
收藏
页数:20
相关论文
共 50 条
  • [41] Fast procedure for Non-uniform optimum design of stiffened shells under buckling constraint
    Hao, Peng
    Wang, Bo
    Tian, Kuo
    Li, Gang
    Sun, Yu
    Zhou, Chunxiao
    STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2017, 55 (04) : 1503 - 1516
  • [42] Buckling of the Cylindrical Shell Closed with the Flat Cap under External Lateral Pressure
    S. B. Filippov
    Vestnik St. Petersburg University, Mathematics, 2025, 58 (1) : 147 - 154
  • [43] Optimal design of composite cylindrical shells subject to compression buckling strength
    Choudhary, Prashant Kumar
    MULTIDISCIPLINE MODELING IN MATERIALS AND STRUCTURES, 2023, 19 (05) : 829 - 847
  • [44] Lightweight design of functionally graded hierarchical stiffened cylindrical shells
    Luo, XuanHe
    Zhou, HuanLin
    Meng, Zeng
    SCIENTIA SINICA-PHYSICA MECHANICA & ASTRONOMICA, 2022, 52 (11)
  • [45] Numerical and Experimental Investigation on Post-buckling Behavior of Stiffened Cylindrical Shells with Cutout subject to Uniform Axial Compression
    Shahani, Amir Reza
    Kiarasi, Faraz
    JOURNAL OF APPLIED AND COMPUTATIONAL MECHANICS, 2023, 9 (01): : 25 - 44
  • [46] Buckling behaviour of cylindrical shells with stepwise wall thickness subjected to combined axial compression and external pressure
    Fazlalipour, Neda
    Showkati, Hossein
    Firouzsalari, Saeed Eyvazinejad
    THIN-WALLED STRUCTURES, 2021, 167
  • [47] Elastic buckling of clothoidal-spherical shells under external pressure - theoretical study
    Jasion, Pawel
    Magnucki, Krzysztof
    THIN-WALLED STRUCTURES, 2015, 86 : 18 - 23
  • [48] Parametric study on buckling stability of CFRP-strengthened cylindrical shells subjected to uniform external pressure
    Taraghi, Pouya
    Zirakian, Tadeh
    Karampour, Hassan
    THIN-WALLED STRUCTURES, 2021, 161
  • [49] Three-stage optimization framework of functionally graded stiffened cylindrical shells under thermal environment
    Luo, Xuanhe
    Zhou, Huanlin
    Ren, Xinlian
    Meng, Zeng
    ENGINEERING STRUCTURES, 2023, 292
  • [50] Buckling and material failure analyses for ring-stiffened composite shells subjected to hydrostatic pressure
    Zhang, Xinhu
    Liu, Yonghe
    Chen, Zhiwei
    Yang, Zhaoqi
    Hu, Ruixuan
    Pan, Guang
    APPLIED OCEAN RESEARCH, 2024, 146