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
  • [1] Buckling behavior of tubes subjected to combined bending and torsion
    Ding, Victoria
    Ádány, Sándor
    Torabian, Shahab
    Pervizaj, Anil
    Schafer, Benjamin W.
    ce/papers, 2023, 6 (3-4) : 1145 - 1150
  • [2] Plastic limit loads for pipe bends under combined bending and torsion moment
    Li, Jian
    Zhou, Chang-Yu
    Cui, Peng
    He, Xiao-Hua
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2015, 92 : 133 - 145
  • [3] STUDY ON BUCKLING OF SQUARE TUBES UNDER BENDING LOADS
    NAGASHIMA, H
    KOKUBO, K
    HATSUDA, T
    NUCLEAR ENGINEERING AND DESIGN, 1994, 148 (01) : 27 - 39
  • [4] Buckling of elastic-plastic square tubes under bending
    Corona, E
    Vaze, SP
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1996, 38 (07) : 753 - 775
  • [5] PLASTIC BUCKLING AND COLLAPSE OF TUBES UNDER BENDING AND INTERNAL PRESSURE
    Limam, A.
    Lee, L-H
    Corona, E.
    Kyriakides, S.
    PROCEEDINGS OF THE 27TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING - 2008, VOL 3, 2008, : 675 - 683
  • [6] Inelastic wrinkling and collapse of tubes under combined bending and internal pressure
    Limam, A.
    Lee, L. -H.
    Corona, E.
    Kyriakides, S.
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2010, 52 (05) : 637 - 647
  • [7] COMBINED PLASTIC BENDING AND TORSION
    IMEGWU, EO
    JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1962, 10 (03) : 277 - 282
  • [8] COLLAPSE OF TUBES UNDER COMBINED BENDING AND AXIAL COMPRESSION LOADS
    Jin, Shan
    Yuan, Shuai
    Bai, Yong
    PROCEEDINGS OF THE ASME 37TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2018, VOL 5, 2018,
  • [9] Buckling of Submarine Pipe Under Combined Loads of Torsion and External Pressure
    Yu Y.
    Hu S.
    Han M.
    Yu J.
    Liu Z.
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2022, 55 (06): : 596 - 602
  • [10] Buckling of microtubules under bending and torsion
    Yi, Lijun
    Chang, Tienchong
    Ru, Chongqing
    JOURNAL OF APPLIED PHYSICS, 2008, 103 (10)