Quasi-static axial buckling behavior of NiTi thin-walled cylindrical shells

被引：21
|
作者：
Tang, Zhiping [1 ,2 ]
Li, Dan [1 ,3 ]
机构：
[1] Univ Sci & Technol China, Dept Modern Mech, Hefei 230027, Peoples R China
[2] Beijing Inst Technol, State Key Lab Explos Sci & Technol, Beijing 100081, Peoples R China
[3] SW Univ Sci & Technol, Mianyang 621900, Peoples R China
来源：
THIN-WALLED STRUCTURES | 2012年 / 51卷
关键词：
NiTi cylindrical shells; Quasi-static buckling; Austenite-martensite transition; Phase transition hinge; Buckling modes; Specific energy; CIRCULAR TUBES; COMPRESSION;
D O I：
10.1016/j.tws.2011.10.007
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The quasi-static axial buckling response of super-elastic NiTi thin-walled cylindrical shells has been investigated. The results show that the main buckling pattern is the non-axisymmetric mode with various circumferential patterns depending on the geometry of a specimen. The specific energy is strongly related to the geometry and the buckling mode of a specimen. The austenite-martenite phase transition is concentrated in the buckling area to form so-called phase transition hinges. The buckling behavior of a specimen is significantly related to the phase transition and phase transition hinges. After unloading a NiTi specimen can recover to its initial shape, which differs from an elastic-plastic specimen. (C) 2011 Elsevier Ltd. All rights reserved.
引用
下载
收藏
页码：130 / 138
页数：9
相关论文
共 50 条
  • [31] Buckling of Thin-walled Cylindrical Shells of Desulphurizing Tower under Wind Loading
    Pan, Licheng
    Wang, Dengfeng
    MECHANICAL ENGINEERING, MATERIALS AND INFORMATION TECHNOLOGY II, 2014, 662 : 147 - 152
  • [32] Quasi-static axial crushing of top-hat and double-hat thin-walled sections
    Jones, N
    White, MD
    THIN-WALLED STRUCTURES: RESEARCH AND DEVELOPMENT, 1998, : 237 - 244
  • [33] The energy absorption control characteristics of Al thin-walled tube under quasi-static axial compression
    Lee, K. S.
    Kim, S. K.
    Yang, I. Y.
    JOURNAL OF MATERIALS PROCESSING TECHNOLOGY, 2008, 201 (1-3) : 445 - 449
  • [34] Quasi-static mechanical behavior of filament wound composite thin-walled tubes: Tension, torsion, and multi-axial loading
    Chang, Yipeng
    Wen, Weidong
    Xu, Yiming
    Cui, Haitao
    Xu, Ying
    THIN-WALLED STRUCTURES, 2022, 177
  • [35] Local buckling, post-buckling and collapse of thin-walled channel section composite columns subjected to quasi-static compression
    Debski, Hubert
    Teter, Andrzej
    Kubiak, Tomasz
    Samborski, Sylwester
    COMPOSITE STRUCTURES, 2016, 136 : 593 - 601
  • [36] THE BUCKLING OF THIN-WALLED SHELLS UNDER STATIC FREE-FLOOD CONDITIONS
    ROSS, CTF
    THIN-WALLED STRUCTURES, 1995, 21 (04) : 359 - 363
  • [37] MODELING THE EFFECT OF PRELIMINARY QUASI-STATIC LOADING ON THE DYNAMIC BUCKLING OF COMPOSITE CYLINDRICAL SHELLS UNDER AXIAL COMPRESSIVE LOADING
    N. A. Abrosimov
    A. V. Elesin
    L. A. Igumnov
    Journal of Applied Mechanics and Technical Physics, 2021, 62 : 959 - 965
  • [38] MODELING THE EFFECT OF PRELIMINARY QUASI-STATIC LOADING ON THE DYNAMIC BUCKLING OF COMPOSITE CYLINDRICAL SHELLS UNDER AXIAL COMPRESSIVE LOADING
    Abrosimov, N. A.
    Elesin, A., V
    Igumnov, L. A.
    JOURNAL OF APPLIED MECHANICS AND TECHNICAL PHYSICS, 2021, 62 (06) : 959 - 965
  • [39] Buckling of thin-walled shells of turbine casing
    Guo-geruschkat, Z
    PROCEEDINGS OF THE SEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2, 2002, : 192 - 197
  • [40] Buckling of a thin-walled cylindrical shell with foam core under axial compression
    Ye, L.
    Lu, G.
    Ong, L. S.
    THIN-WALLED STRUCTURES, 2011, 49 (01) : 106 - 111
12345