Buckling behavior of ring-stiffened cylinder shells under axial pressure-Part 2: Numerical simulation and derivation of an engineering model

被引:1
|
作者
Li, Z. [1 ,2 ]
Pasternak, H. [2 ]
机构
[1] TU Berlin, Fachgebiet Entwerfen U Konstruieren Stahlbau, Gustav Meyer Allee 25, D-13355 Berlin, Germany
[2] Brandenburg TU, Lehrstuhl Stahl & Holzbau, Konrad Wachsmann Allee 2, D-03046 Cottbus, Germany
来源
BAUINGENIEUR | 2022年 / 97卷 / 04期
关键词
D O I
10.37544/0005-6650-2022-04-43
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
ABS TRACTThe closely positioned ring stiffeners can signi-ficantly improve the load-bearing capacity of the cylindrical shell and effectively delay its buckling.The investigations pre-sented in Part 1 have impressively confirmed this outcome. In general, numerical approaches can also analyze the stability problem of shells quickly and effectively. However, there is still a challenge to accurately recalculate the experimental results because the actual geometry is difficult to reconstruct in the numerical model. In this paper, the inverse distance weighted interpolation method based on a mapping relationship is used to map the geometry obtained with 3D scan to the numerical model.The Newton Raphson method with accompanying ei-genvalue analysis is used to quickly obtain the ultimate load of the ring-stiffened cylindrical shells under axial pressure. Besi-des, the influencing factors of ring stiffener on the load-be-aring capacity of the cylindrical shell are analyzed with help of a large number of parameter study. Finally, an engineering model is derived from the results of the parametric studies. This simplified model for hand calculation allows engineers to work with just a calculator.
引用
收藏
页码:99 / 108
页数:10
相关论文
共 27 条
  • [1] Buckling behavior of ring-stiffened cylinder shells under axial pressure - Part 1:Tests and geometric imperfection analysis
    Li, Z.
    Pasternak, H.
    Jaeger-Canas, A.
    BAUINGENIEUR, 2022, 97 (1-2): : 38 - 46
  • [2] Axial buckling behavior of welded ring-stiffened shells
    Jaeger-Canas, Andreas
    Li, Zheng
    Pasternak, Hartmut
    STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 556 - 563
  • [3] Investigation of the buckling behaviour of ring-stiffened cylindrical shells under axial pressure
    Pasternak, Hartmut
    Li, Zheng
    Jäger-Cañás, Andreas
    ce/papers, 2021, 4 (2-4) : 2092 - 2097
  • [4] Buckling of ring-stiffened cylindrical shell under axial compression: and numerical simulation
    Li, Zheng
    Pasternak, Hartmut
    Jaeger-Canas, Andreas
    THIN-WALLED STRUCTURES, 2021, 164
  • [5] EXPERIMENTAL STUDIES ON BUCKLING OF RING-STIFFENED CONICAL SHELLS UNDER AXIAL COMPRESSION
    WELLER, T
    SINGER, J
    EXPERIMENTAL MECHANICS, 1970, 10 (11) : 449 - &
  • [6] EXPERIMENTS ON THE DEFLECTION AND BUCKLING BEHAVIOR OF RING-STIFFENED CYLINDRICAL-SHELLS UNDER WIND PRESSURE
    UCHIYAMA, K
    UEMATSU, Y
    ORIMO, T
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1987, 26 (02) : 195 - 211
  • [7] Plastic buckling of ring-stiffened conical shells under external hydrostatic pressure
    Ross, CTF
    Little, APF
    Adeniyi, KA
    OCEAN ENGINEERING, 2005, 32 (01) : 21 - 36
  • [8] Experiments on the Buckling Behavior of Ring-Stiffened Pipelines under Hydrostatic Pressure
    Showkati, H.
    Shahandeh, R.
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2010, 136 (04): : 464 - 471
  • [9] Buckling strength analysis of ring-stiffened circular cylindrical shells under hydrostatic pressure
    Sun, HH
    Chen, TY
    PROCEEDINGS OF THE SEVENTH (1997) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL IV, 1997, 1997, : 361 - 366
  • [10] EXPERIMENTAL BUCKLING INVESTIGATION OF RING-STIFFENED CYLINDRICAL-SHELLS UNDER UNSYMMETRICAL AXIAL LOADS
    BAKER, WE
    BENNETT, JG
    BABCOCK, CD
    JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 1983, 105 (04): : 342 - 346