The efficiency of ring stiffener shape on the deformation of cylindrical shell structures – numerical analysis with solid finite element

被引:0
|
作者
Maria Legouirah [1 ]
Djamal Hamadi [1 ]
Abdurahman M. Al-Nadhari [1 ]
机构
[1] University of Biskra,LARGHYDE Laboratory, Department of Civil Engineering and Hydraulics, Faculty of Sciences and Technology
关键词
Cylindrical shell structures; Ring stiffeners shape; Deformation; Solid finite element; Structure modelling; ABAQUS;
D O I
10.1007/s42107-024-01134-5
中图分类号
学科分类号
摘要
Shell structures are essential components in many industries, including aerospace, automotive, and civil engineering, due to their lightweight properties and ability to resist diverse loads. With the increasing construction of large-scale buildings, the strategic and economic significance of these structures has risen sharply. However, under certain loading conditions, shell structures may be subject to significant deformations, compromising their structural integrity. Therefore, incorporating stiffeners, such as ring stiffeners, has become a popular design technique to make shell structures more rigid and capable of holding more weight while reducing large deformations. Recent advances in finite element analysis have enabled comprehensive studies of stiffened shells. This study focuses on modeling and analyzing the stiffened shell using a three-dimensional finite element (solid element) for both the shell and stiffeners in ABAQUS software. The main objective of this paper is to evaluate the effect of various stiffener geometries and thicknesses on the deformation of cylindrical shells under concentrated loading and different boundary conditions. The study examines stiffener configurations, such as rectangular, I, Tee, and channel shapes, to assess their impact on reducing displacements and enhancing performance. The results show that three-dimensional finite elements are very efficient in modeling stiffened shell structures, and ring stiffeners are also very useful in reducing the shell’s deflections. This study provides insights into optimizing stiffened shell designs to increase their structural integrity and resistance to deformation.
引用
收藏
页码:5627 / 5636
页数:9
相关论文
共 50 条
  • [41] Finite element analysis of a cylindrical silo shell under unsymmetrical pressure distributions
    Briassoulis, D
    COMPUTERS & STRUCTURES, 2000, 78 (1-3) : 271 - 281
  • [43] Analysis of acoustic resonator with shape deformation using finite element method
    G. M. Kalmse
    Ajay Chaudhari
    P. B. Patil
    Sadhana, 2000, 25 : 475 - 480
  • [44] Analysis of acoustic resonator with shape deformation using finite element method
    Kalmse, GM
    Chaudhari, A
    Patil, PB
    SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES, 2000, 25 (5): : 475 - 480
  • [45] Accurate and flexible shape sensing of shell structures with polygonal inverse finite element method
    Zhang, Shishun
    Xiao, Xiao
    Chen, Hanyu
    Xuan, Jianping
    COMPUTERS & STRUCTURES, 2025, 308
  • [46] Finite element modeling and vibration reduction analysis of cylindrical shell structures with equal⁃angle attachment of piezoelectric shunt patches
    Sun W.
    Yang J.
    Jilin Daxue Xuebao (Gongxueban)/Journal of Jilin University (Engineering and Technology Edition), 2024, 54 (02): : 365 - 374
  • [47] Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element
    Erez Gal
    Robert Levy
    Archives of Computational Methods in Engineering, 2006, 13 : 331 - 388
  • [48] A layered cylindrical quadrilateral shell element for nonlinear analysis of RC plate structures
    Zhang, Y. X.
    Bradford, M. A.
    Gilbert, R. I.
    ADVANCES IN ENGINEERING SOFTWARE, 2007, 38 (07) : 488 - 500
  • [49] Analysis of shell by finite element method of lines (II): Numerical examples
    Ye, Kang-Sheng
    Yuan, Si
    Gongcheng Lixue/Engineering Mechanics, 2002, 19 (05): : 16 - 23
  • [50] Numerical optimisation of geotechnical structures using finite element analysis
    Spetz, A.
    Dahlblom, O.
    Lindh, P.
    COMPUTER METHODS AND RECENT ADVANCES IN GEOMECHANICS, 2015, : 1001 - 1004