TY - JOUR
T1 - Cyclic behavior of iron-based shape memory alloy bars for high-performance seismic devices
AU - Wang, Bin
AU - Zhu, Songye
N1 - Funding Information:
The authors are grateful for the financial supports from the National Key Research and Development Program of China (Grant No. 2019YFB1600700), the Research Grants Council of Hong Kong through the GRF Project (Grant No. PolyU 152246/18E), the NSFC/RGC Joint Research Scheme (Grant No. N_PolyU533/17), and the Fundamental Research Funds for the Central Universities (Grant No. YJ202199). The findings and opinions expressed in this paper are solely those of the authors and do not represent the view of the sponsors.
Publisher Copyright:
© 2021
PY - 2021
Y1 - 2021
N2 - As a new member of the shape memory alloy (SMA) material family, iron-based SMAs (Fe-SMAs) show great potential in seismic applications due to their favorable properties. The thermomechanical behavior of Fe-SMAs has been extensively studied over the past decades. However, the relevant research regarding the use of Fe-SMAs in the community of earthquake engineering is still in an early stage, particularly on their mechanical behavior under cyclic tension–compression loadings. This study conducted a systematic experimental investigation of the cyclic behavior of Fe-SMA bars with a buckling-restrained device, which was cyclically tested under tension–compression loadings. The cyclic properties, such as hysteretic response, recovery capability, fatigue behavior, and fracture behavior were evaluated with varying strain amplitudes and different loading protocols. Test results show that satisfactory hysteretic loops with excellent deformation capability are obtained under cyclic tension–compression loadings. Fe-SMA bars exhibit acceptably stable behavior under multistage loadings. Moreover, they possess unique inherent properties, including moderate shape memory effect, high “post-yield” stiffness, and excellent fatigue behavior, thereby providing a promising solution to develop high-performance seismic devices. These properties are conducive to limit peak drifts, mitigate residual drifts of structures, and withstand long-duration ground motions and strong repeated aftershocks.
AB - As a new member of the shape memory alloy (SMA) material family, iron-based SMAs (Fe-SMAs) show great potential in seismic applications due to their favorable properties. The thermomechanical behavior of Fe-SMAs has been extensively studied over the past decades. However, the relevant research regarding the use of Fe-SMAs in the community of earthquake engineering is still in an early stage, particularly on their mechanical behavior under cyclic tension–compression loadings. This study conducted a systematic experimental investigation of the cyclic behavior of Fe-SMA bars with a buckling-restrained device, which was cyclically tested under tension–compression loadings. The cyclic properties, such as hysteretic response, recovery capability, fatigue behavior, and fracture behavior were evaluated with varying strain amplitudes and different loading protocols. Test results show that satisfactory hysteretic loops with excellent deformation capability are obtained under cyclic tension–compression loadings. Fe-SMA bars exhibit acceptably stable behavior under multistage loadings. Moreover, they possess unique inherent properties, including moderate shape memory effect, high “post-yield” stiffness, and excellent fatigue behavior, thereby providing a promising solution to develop high-performance seismic devices. These properties are conducive to limit peak drifts, mitigate residual drifts of structures, and withstand long-duration ground motions and strong repeated aftershocks.
KW - Buckling-restrained device
KW - Fatigue behavior
KW - Iron-based shape memory alloy (Fe-SMA)
KW - Seismic performance
KW - Shape memory effect
UR - http://www.scopus.com/inward/record.url?scp=85119493679&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2021.113588
DO - 10.1016/j.engstruct.2021.113588
M3 - Journal article
AN - SCOPUS:85119493679
SN - 0141-0296
JO - Engineering Structures
JF - Engineering Structures
M1 - 113588
ER -