Cyclic properties of superelastic shape memory alloy wires and bars

被引:526
作者
DesRoches, R [1 ]
McCormick, J
Delemont, M
机构
[1] Georgia Inst Technol, Atlanta, GA 30332 USA
[2] Georgia Inst Technol, Atlanta, GA 30318 USA
[3] URS Corp, Rolling Meadows, IL 60008 USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2004年 / 130卷 / 01期
关键词
seismic properties; cyclic tests; damping; strain rate; shape memory effect;
D O I
10.1061/(ASCE)0733-9445(2004)130:1(38)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study evaluates the properties of superelastic Ni-Ti shape memory alloys under cyclic loading to assess their potential for applications in seismic resistant design and retrofit. Shape memory alloy wire and bars are tested to evaluate the effect of bar size and loading history on the strength, equivalent damping, and recentering properties of the shape memory alloys in superelastic form. The bars are tested under both quasistatic and dynamic loading. The results show that nearly ideal superelastic properties can be obtained in both wire and bar form of the superelastic Ni-Ti shape memory alloys. However, the wire form of the shape memory alloys show higher strength and damping properties compared with the bars. The recentering capabilities (based on residual strains) are not affected by section size. Overall, the damping potential of shape memory alloys in superelastic form is low for both wire and bars, typically less than 7% equivalent viscous damping. Cyclical strains greater than 6% lead to degradation in the damping and recentering properties of the shape memory alloys. Strain rate effects are evaluated by subjecting the shape memory alloys to loading rates representative of typical seismic loading. The results show that increased loading rates lead to decreases in the equivalent damping, but have negligible effects on the recentering properties of the shape memory alloys.
引用
收藏
页码:38 / 46
页数:9
相关论文
共 28 条
[1]   Development of shape memory alloy damper for intelligent bridge systems [J].
Adachi, Y ;
Unjoh, S .
SMART STRUCTURES AND MATERIALS 1999: SMART SYSTEMS FOR BRIDGES, STRUCTURES AND HIGHWAYS, 1999, 3671 :31-42
[2]  
[Anonymous], P PASS DAMP SAN DIEG
[3]   Applications of shape memory alloys in Japan [J].
Asai, M ;
Suzuki, Y .
SHAPE MEMORY MATERIALS, 2000, 327-3 :17-22
[4]  
Beauchamps CH, 1992, P 1 EUR C SMART STRU, V1777, P189
[5]   Active shape control of composite blades using shape memory actuation [J].
Chandra, R .
SMART MATERIALS & STRUCTURES, 2001, 10 (05) :1018-1024
[6]  
DELEMONT, 2002, THESIS GEORGIA I TEC
[7]   Mechanical behaviour of shape memory alloys for seismic applications - 2. Austenite NiTi wires subjected to tension [J].
Dolce, M ;
Cardone, D .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2001, 43 (11) :2657-2677
[8]   Mechanical behaviour of shape memory alloys for seismic applications - 1. Martensite and austenite NiTi bars subjected to torsion [J].
Dolce, M ;
Cardone, D .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2001, 43 (11) :2631-2656
[9]  
Dolce M., 1999, SEISMIC DEVICES BASE
[10]  
Duerig T.W., 2013, Engineering aspects of shape memory alloys, V1st ed.