Cyclic tension-compression behavior of superelastic shape memory alloy bars with buckling-restrained devices

被引:107
作者
Wang, Bin [1 ,2 ]
Zhu, Songye [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
[2] South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou, Guangdong, Peoples R China
关键词
Shape memory alloy; Tension-compression loading; Self-centering; Flag-shaped hysteretic loop; Energy dissipation; Strain rate; Seismic resilience; REINFORCED-CONCRETE FRAMES; MOMENT-RESISTING FRAMES; SHAKING-TABLE TESTS; SEISMIC PERFORMANCE; DESIGN PROCEDURE; BRACED FRAMES; STRAIN-RATE; SHEAR; BUILDINGS; BRIDGES;
D O I
10.1016/j.conbuildmat.2018.07.047
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shape memory alloys (SMAs) show great potential in seismic applications because of their appealing superelastic feature and good energy dissipation capacity. The tensile behavior of SMA wires and bars has been extensively studied over the past decades. However, little attention has been paid to their compressive properties under cyclic loading. Thus, this paper presents a systematic experimental study on the cyclic behavior of superelastic SMA bars with buckling-restrained devices (BRDs) when subjected to tension-compression cycles. The detailed design of BRD is described first. The material properties such as "yield-like" strength, peak strength, self-centering capability, and energy dissipation of typical interest in seismic applications are evaluated with varying strain amplitudes, strain rates, and loading protocols. Test results show that satisfactory and stable flag-shaped hysteretic loops without any strength degradation are obtained in multiple loading cycles under cyclic tension-compression loading. Moreover, the SMA bars exhibit remarkable self-centering capability that is nearly independent of strain rate and loading protocol. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:103 / 113
页数:11
相关论文
共 60 条
[1]   Behaviour and modelling of hybrid SMA-steel reinforced concrete slender shear wall [J].
Abdulridha, Alaa ;
Palermo, Dan .
ENGINEERING STRUCTURES, 2017, 147 :77-89
[2]   Performance of a base isolator with shape memory alloy bars [J].
Casciati, Fabio ;
Faravelli, Lucia ;
Hamdaoui, Karim .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2007, 6 (04) :401-408
[3]   Investigation on the fatigue performance of Ni-Ti thin wires [J].
Casciati, Sara ;
Faravelli, Lucia ;
Vece, Michele .
STRUCTURAL CONTROL & HEALTH MONITORING, 2017, 24 (01)
[4]   Pullout behavior of superelastic SMA fibers with various end-shapes embedded in cement mortar [J].
Choi, Eunsoo ;
Mohammadzadeh, Behzad ;
Hwang, Jin-Ha ;
Kim, Woo Jin .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 167 :605-616
[5]   Cyclic properties of superelastic shape memory alloy wires and bars [J].
DesRoches, R ;
McCormick, J ;
Delemont, M .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2004, 130 (01) :38-46
[6]   Effect of constitutive models on the seismic response of an SMA-LRB isolated highway bridge [J].
Dezfuli, Farshad Hedayati ;
Li, Shuai ;
Alam, M. Shahria ;
Wang, Jing-Quan .
ENGINEERING STRUCTURES, 2017, 148 :113-125
[7]   Experimental analysis of the quasi-static and dynamic torsional behaviour of shape memory alloys [J].
Doare, Olivier ;
Sbarra, Alessandro ;
Touze, Cyril ;
Moussa, Mohamed Ould ;
Moumni, Ziad .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2012, 49 (01) :32-42
[8]   Shaking table tests on reinforced concrete frames without and with passive control systems [J].
Dolce, M ;
Cardone, D ;
Ponzo, FC ;
Valente, C .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2005, 34 (14) :1687-1717
[9]   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
[10]   Shaking-table tests on reinforced concrete frames with different isolation systems [J].
Dolce, Mauro ;
Cardone, Donatello ;
Ponzo, Felice C. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2007, 36 (05) :573-596