Yield anisotropy effects on buckling of circular tubes under bending

被引:92
|
作者
Corona, E.
Lee, L-H.
Kyriakides, S.
机构
[1] Univ Notre Dame, Dept Aerosp & Mech Engn, Notre Dame, IN 46556 USA
[2] Univ Texas, Res Ctr Mech Solids Struct & Mat, Austin, TX 78712 USA
关键词
buckling; bending; tubes; collapse; plasticity; anisotropy;
D O I
10.1016/j.ijsolstr.2006.03.005
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Relatively thin-walled tubes bent into the plastic range buckle by axial wrinkling. The wrinkles initially grow stably but eventually localize and cause catastrophic failure in the form of sharp local kinking. The onset of axial wrinkling was previously established by bifurcation analyses that use instantaneous deformation theory moduli. The curvatures at bifurcation were predicted accurately, but the wrinkle wavelengths were consistently longer than measured values. The subject is revisited with the aim of resolving this discrepancy. A set of new bending experiments is conducted on aluminum alloy tubes. The results are shown to be in line with previous ones. However, the tubes used were found to exhibit plastic anisotropy, which was measured and characterized through Hill's quadratic anisotropic yield function. The anisotropy was incorporated in the flow theory used for prebuckling and postbuckling calculations as well as in the deformation theory used for bifurcation checks. With the anisotropy accounted for, calculated tube responses are found to be in excellent agreement with the measured ones while the predicted bifurcation curvatures and wrinkle wavelengths fall in line with the measurements also. The postbuckling response is established using a finite element model of a tube assigned an initial axisymmetric imperfection with the calculated wavelength. The response develops a limit moment that is followed by a sharp kink that grows while the overall moment drops. The curvature at the limit moment agrees well with the experimental onset of failure. From parametric studies of the various instabilities it is concluded that, for optimum predictions, anisotropy must be incorporated in both bifurcation buckling as well as in postbuckling calculations. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:7099 / 7118
页数:20
相关论文
共 50 条
  • [1] Buckling life estimation of circular tubes under cyclic bending
    Chang, Kao-Hua
    Pan, Wen-Fung
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2009, 46 (02) : 254 - 270
  • [2] BUCKLING LIFE ESTIMATION OF CIRCULAR TUBES OF DIFFERENT MATERIALS UNDER CYCLIC BENDING
    Lee, Kuo-Long
    Hung, Chao-Yu
    Chang, Hao-Yuan
    Pan, Wen-Fung
    JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2010, 33 (02) : 177 - 189
  • [3] Mechanical behavior and buckling failure of sharp-notched circular tubes under cyclic bending
    Lee, Kuo-Long
    STRUCTURAL ENGINEERING AND MECHANICS, 2010, 34 (03) : 367 - 376
  • [4] Buckling and collapse of pseudoelastic NiTi tubes under bending
    Kazinakis, Karlos
    Kyriakides, Stelios
    Jiang, Dongjie
    Bechle, Nathan J.
    Landis, Chad M.
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2021, 221 : 2 - 17
  • [5] Buckling of elastic-plastic square tubes under bending
    Corona, E
    Vaze, SP
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1996, 38 (07) : 753 - 775
  • [6] Numerical investigation of buckling behavior of dented lined pipe under bending
    Yuan, Lin
    Zhou, Jiasheng
    Yu, Zhibing
    Xu, Weiping
    INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2023, 205
  • [7] Plastic and yield slenderness limits for circular concrete filled tubes subjected to static pure bending
    Elchalakani, M.
    Karrech, A.
    Hassanein, M. F.
    Yang, Bo
    THIN-WALLED STRUCTURES, 2016, 109 : 50 - 64
  • [8] Axisymmetrical Nonlinear Bending and Buckling of a Circular Plate Under Large Load
    侯朝胜
    岳燕玲
    Transactions of Tianjin University, 2005, (03) : 216 - 222
  • [9] Plastic buckling and wrinkling behavior of tubes under combined bending and torsion loads
    Wang, Hui
    Wu, Jianjun
    Lin, Yaochen
    Wu, Wei
    Wang, Mengyuan
    Yang, Zekun
    Liu, Long
    THIN-WALLED STRUCTURES, 2025, 209
  • [10] Collapse of elliptical-notched circular tubes under cyclic bending
    Lee, Kuo-Long
    Chang, Kao-Hua
    Pan, Wen-Fung
    JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2016, 39 (01) : 110 - 120