Displacement-recovery-capacity of superelastic SMA fibers reinforced cementitious materials

被引:17
作者
Choi, Eunsoo [1 ]
Mohammadzadeh, Behzad [1 ]
Hwang, Jin-Ha [2 ]
Lee, Jong-Han [3 ]
机构
[1] Hongik Univ, Dept Civil Engn, Seoul 04066, South Korea
[2] Hongik Univ, Dept Mat Sci & Engn, Seoul 04066, South Korea
[3] Inha Univ, Dept Civil Engn, Incheon 22212, South Korea
基金
新加坡国家研究基金会;
关键词
cement-based composites; superelastic SMA fibers; self-healing capacity; crack-closing capacity; displacement recovery; flag-shaped behavior; SHAPE-MEMORY ALLOYS; PULLOUT BEHAVIOR; CRACK DETECTION; CONCRETE; MORTAR; BEAMS;
D O I
10.12989/sss.2019.24.2.157
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study investigated the effects of the geometric parameters of superelastic shape memory alloy (SE SMA) fibers on the pullout displacement recovering and self-healing capacity of reinforced cementitious composites. Three diameters of 0.5, 0.7 and 1.0 mm and two different crimped lengths of 5.0 and 10.0 mm were considered. To provide best anchoring action and high bond between fiber and cement mortar, the fibers were crimped at the end to create spear-head shape. The single fiber cement-based specimens were manufactured with the cement mortar of a compressive strength of 84 MPa with the square shape at the top and a dog-bone shape at the bottom. The embedded length of each fiber was 15 mm. The pullout test was performed with displacement control to obtain monotonic or hysteretic behaviors. The results showed that pullout displacements were recovered after fibers slipped and stuck in the specimen. The specimens with fiber of larger diameter showed better displacement recovering capacity. The flag-shaped behavior was observed for all specimens, and those with fiber of 1.0 mm diameter showed the clearest one. It was observed that the length of fiber anchorage did not have a significant effect on the displacement recovery, pullout resistance and self-healing capacity.
引用
收藏
页码:157 / 171
页数:15
相关论文
共 43 条
[1]   Evaluating the ductility characteristics of self-centering buckling-restrained shape memory alloy braces [J].
Abou-Elfath, Hamdy .
SMART MATERIALS AND STRUCTURES, 2017, 26 (05)
[2]   Damping and frequency changes induced by increasing levels of inelastic seismic demand [J].
Aguirre, Diego A. ;
Montejo, Luis A. .
SMART STRUCTURES AND SYSTEMS, 2014, 14 (03) :445-468
[3]   A thermodynamically-consistent 3D constitutive model for shape memory polymers [J].
Baghani, M. ;
Naghdabadi, R. ;
Arghavani, J. ;
Sohrabpour, S. .
INTERNATIONAL JOURNAL OF PLASTICITY, 2012, 35 :13-30
[4]  
Choi E., 2016, J. Mater. Sci. Res., V5, P74, DOI [10.5539/jmsr.v5n2p74, DOI 10.5539/JMSR.V5N2P74]
[5]   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
[6]   Investigating Self-Centering Capacity of Superelastic Shape Memory Alloy Fibers with Different Anchorages Through Pullout Tests [J].
Choi, Eunsoo ;
Chae, Seung-Wook ;
Park, Hancheol ;
Nam, Tae-Hyun ;
Mohamnnadzadeh, Behzad ;
Hwang, Jin-Ha .
JOURNAL OF NANOSCIENCE AND NANOTECHNOLOGY, 2018, 18 (09) :6228-6232
[7]   A new experimental investigation into the effects of reinforcing mortar beams with superelastic SMA fibers on controlling and closing cracks [J].
Choi, Eunsoo ;
Mohammadzadeh, Behzad ;
Kim, Dongkyun ;
Jeon, Jong-Su .
COMPOSITES PART B-ENGINEERING, 2018, 137 :140-152
[8]   Monotonic and hysteretic pullout behavior of superelastic SMA fibers with different anchorages [J].
Choi, Eunsoo ;
Kim, Dongkyun ;
Lee, Jong-Han ;
Ryu, Gum-Sung .
COMPOSITES PART B-ENGINEERING, 2017, 108 :232-242
[9]   Prestressing effect of cold-drawn short NiTi SMA fibres in steel reinforced mortar beams [J].
Choi, Eunsoo ;
Kim, Dong Joo ;
Hwang, Jin-Ha ;
Kim, Woo Jin .
SMART MATERIALS AND STRUCTURES, 2016, 25 (08)
[10]   Seismic retrofit of circular RC columns through using tensioned GFRP wires winding [J].
Choi, Eunsoo ;
Cho, Baik-Soon ;
Lee, Sol .
COMPOSITES PART B-ENGINEERING, 2015, 83 :216-225