Monotonic and cyclic bond behavior of confined concrete using NiTiNb SMA wires

被引:28
|
作者
Choi, Eunsoo [1 ]
Chung, Young-Soo [2 ]
Kim, Yeon-Wook [3 ]
Kim, Joo-Woo [4 ]
机构
[1] Hongik Univ, Dept Civil Engn, Seoul 121791, South Korea
[2] Chung Ang Univ, Dept Civil Engn, Seoul 156756, South Korea
[3] Keimyung Univ, Dept Adv Mat Engn, Taegu 704701, South Korea
[4] Semyung Univ, Dept Architectural Engn, Jecheon 390711, South Korea
来源
SMART MATERIALS & STRUCTURES | 2011年 / 20卷 / 07期
关键词
BRIDGE PIERS; COLUMNS; DEFORMATION; PERFORMANCE; SPECIMENS; STRENGTH;
D O I
10.1088/0964-1726/20/7/075016
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
This study conducts bond tests of reinforced concrete confined by shape memory alloy (SMA) wires which provide active and passive confinement of concrete. This study uses NiTiNb SMA which usually shows wide temperature hysteresis; this is a good advantage for the application of shape memory effects. The aims of this study are to investigate the behavior of SMA wire under residual stress and the performance of SMA wire jackets in improving bond behavior through monotonic-loading tests. This study also conducts cyclic bond tests and analyzes cyclic bond behavior. The use of SMA wire jackets transfers the bond failure from splitting to pull-out mode and satisfactorily increases bond strength and ductile behavior. The active confinement provided by the SMA plays a major role in providing external pressure on the concrete because the developed passive confinement is much smaller than the active confinement. For cyclic behavior, slip and circumferential strain are recovered more with larger bond stress. This recovery of slip and circumferential strain are mainly due to the external pressure of the SMA wires since cracked concrete cannot provide any elastic recovery.
引用
收藏
页数:11
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