Yield anisotropy effects on buckling of circular tubes under bending

被引:94
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
[21]   Buckling and post-buckling of long pressurized elastic thin-walled tubes under in-plane bending [J].
Houliara, S. ;
Karamanos, S. A. .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2006, 41 (04) :491-511
[22]   Local buckling and plastic collapse of corroded pipes with yield anisotropy [J].
Bai, Y ;
Hauch, S ;
Jensen, JC .
PROCEEDINGS OF THE NINTH (1999) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL II, 1999, 1999, :74-81
[23]   Numerical study on the transition of plastic buckling modes for circular tubes subjected to an axial impact load [J].
Murase, K ;
Wada, H .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2004, 30 (8-9) :1131-1146
[24]   BUCKLING OF CIRCULAR CYLINDRICAL COMPOSITE SHELLS UNDER AXIAL-COMPRESSION AND BENDING LOADS [J].
LOU, KA ;
YANIV, G .
JOURNAL OF COMPOSITE MATERIALS, 1991, 25 (02) :162-187
[25]   Uniaxial, pure bending, and column buckling experiments on superelastic NiTi rods and tubes [J].
Watkins, Ryan T. ;
Reedlunn, Benjamin ;
Daly, Samantha ;
Shaw, John A. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2018, 146 :1-28
[26]   Buckling of T-beams under cyclic bending [J].
Ellison, MS ;
Corona, E .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1998, 40 (09) :835-855
[27]   Mean moment effect on sharp-notched circular tubes under cyclic bending [J].
Kao-Hua Chang ;
Kuo-Long Lee .
Journal of Mechanical Science and Technology, 2013, 27 :2683-2689
[28]   Mean moment effect on sharp-notched circular tubes under cyclic bending [J].
Chang, Kao-Hua ;
Lee, Kuo-Long .
JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY, 2013, 27 (09) :2683-2689
[29]   Buckling load of bending coiled tubing under an injector [J].
Zhu, ZhaoLiang ;
Liang, Zheng ;
Hao, Jun .
ADVANCES IN MECHANICAL ENGINEERING, 2018, 10 (09)
[30]   Mean moment effect on circular thin-walled tubes under cyclic bending [J].
Chang, Kao-Hua ;
Pan, Wen-Fung ;
Lee, Kuo-Long .
STRUCTURAL ENGINEERING AND MECHANICS, 2008, 28 (05) :495-514