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

被引:23
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
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
收藏
页码:130 / 138
页数:9
相关论文
共 16 条
[1]  
Abramowicz W., 1984, INT J IMPACT ENG, V2, P263, DOI DOI 10.1016/0734-743X(84)90010-1
[2]  
Alexander J.M., 1960, Quart J Mech Appl Math, V13, P10, DOI [DOI 10.1093/QJMAM/13.1.10, 10.1093/qjmam/13.1.10]
[3]   Dynamic buckling and recovery of thin cylindrical shape memory shells [J].
Amini, MR ;
Nemat-Nasser, S .
Smart Structures and Materials 2005: Active Materials: Behavior and Mechanics, 2005, 5761 :450-453
[4]   CLASSIFICATION OF THE AXIAL COLLAPSE OF CYLINDRICAL-TUBES UNDER QUASI-STATIC LOADING [J].
ANDREWS, KRF ;
ENGLAND, GL ;
GHANI, E .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1983, 25 (9-10) :687-696
[5]   Plastic buckling of circular tubes under axial compression - part I: Experiments [J].
Bardi, F. C. ;
Kyriakides, S. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2006, 48 (08) :830-841
[6]   Plastic buckling of circular tubes under axial compression - part II: Analysis [J].
Bardi, F. C. ;
Kyriakides, S. ;
Yun, H. D. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2006, 48 (08) :842-854
[7]   On the axisymmetric progressive crushing of circular tubes under axial compression [J].
Bardi, FC ;
Yun, HD ;
Kyriakides, S .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2003, 40 (12) :3137-3155
[8]   Quasi-static axial compression of thin-walled circular aluminium tubes [J].
Guillow, SR ;
Lu, G ;
Grzebieta, RH .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2001, 43 (09) :2103-2123
[9]  
Jones N., 1989, Structural Impact
[10]  
MIKKELSEN LP, 1995, EUR J MECH A-SOLID, V14, P901