Plastic buckling and wrinkling behavior of tubes under combined bending and torsion loads

被引:0
|
作者
Wang, Hui [1 ]
Wu, Jianjun [1 ]
Lin, Yaochen [2 ]
Wu, Wei [3 ]
Wang, Mengyuan [1 ]
Yang, Zekun [1 ]
Liu, Long [1 ]
机构
[1] Northwestern Polytech Univ, Sch Mech Engn, Xian 710072, Peoples R China
[2] King Mazon Co Ltd, Lishui 323000, Peoples R China
[3] AVIC Mfg Technol Inst, Beijing 100024, Peoples R China
关键词
Tube; Bending-torsion buckling; Critical load; Quadratic model; Wrinkle; CYLINDRICAL-SHELLS; LOCALIZATION INSTABILITIES; BIFURCATION; PREDICTION; COLLAPSE; LIMIT;
D O I
10.1016/j.tws.2025.112912
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bending and torsion processes are commonly used for the forming of spatial tubes. However, buckling and wrinkling pose a significant challenge to the high-quality and stable forming of spatial tubes. To reveal the interaction mechanism of bending-torsion buckling (BTB) during the forming process, a quadratic model of BTB under plastic buckling instability was proposed. According to the buckling phenomena of simulation and experiment, the BTB state was divided into three zones, namely Zone I (torsion-dominated zone), Zone II (bending-torsion transition zone), and Zone III (bending-dominated zone). The characteristics of bending-torsion response changes, buckling wrinkle features, and critical load variation in the three zones were studied. Considering the complex interaction of bending and torsional buckling, an analytical method for the critical load of tubes under combined bending-torsion action has been provided. This method is based on the energy approach, incorporating pure bending and pure torsion buckling, along with the quadratic model of BTB. The effectiveness of the proposed theoretical model was verified by finite element (FE) simulation, and the influence of tube geometric characteristics, material parameters, and initial imperfection amplitude on the BTB interaction was discussed.
引用
收藏
页数:15
相关论文
共 50 条
  • [31] Plastic buckling of rectangular plates subjected to combined loads
    Shin, CH
    Kim, YB
    Lee, JY
    Yum, CW
    PRACTICAL DESIGN OF SHIPS AND MOBILE UNITS, 1998, 11 : 181 - 187
  • [32] Mechanical behavior of thin tubes under combined axial compression and bending
    Jin, Shan
    Cheng, Peng
    Saneian, Mohsen
    Bai, Yong
    THIN-WALLED STRUCTURES, 2021, 159
  • [33] Finite element analysis of buckling behavior of steel tubes under axial and lateral loads
    Yamaguchi, E
    Nagamatsu, H
    Kubo, Y
    TUBULAR STRUCTURES X, 2003, : 505 - 510
  • [34] 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
  • [35] Buckling loads of CFRP composite cylinders under combined axial and torsion loading - experiments and computations
    Meyer-Piening, HR
    Farshad, M
    Geier, B
    Zimmermann, R
    COMPOSITE STRUCTURES, 2001, 53 (04) : 427 - 435
  • [36] PLASTIC BUCKLING OF A THIN TUBE UNDER CYCLIC TORSION
    NEALE, K
    SCHROEDE.J
    JOURNAL OF APPLIED MECHANICS, 1972, 39 (03): : 847 - &
  • [37] ON COMBINED BENDING AND TWISTING OF THIN TUBES IN THE PLASTIC RANGE
    HILL, R
    SIEBEL, MPL
    PHILOSOPHICAL MAGAZINE, 1951, 42 (330): : 722 - 733
  • [38] CYCLIC BEHAVIOR OF A PIPE SECTION SUBJECTED TO BENDING, OVALIZATION OR TORSION LOADS IN THE CASE OF A PERFECTLY PLASTIC MATERIAL
    LI, G
    BERTON, MN
    INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 1993, 54 (03) : 363 - 386
  • [39] Development of the test method for wind turbine blade subcomponent under combined bending and torsion loads
    Wu, Honghui
    Qi, Liangwen
    Guo, Naizhi
    Shi, Kezhong
    Xu, Jianzhong
    Li, Qingan
    Zhong, Xiaohui
    JOURNAL OF RENEWABLE AND SUSTAINABLE ENERGY, 2023, 15 (05)
  • [40] Plastic loads of pipe bends under combined pressure and out-of-plane bending
    Kuk-Hee Lee
    Yun-Jae Kim
    Chi-Yong Park
    International Journal of Fracture, 2008, 149 : 31 - 45