TY - JOUR
T1 - Large-size shape memory alloy plates subjected to cyclic tension
T2 - Towards novel self-centring connections in steel frames
AU - Zhou, Xuhong
AU - Huang, Yun
AU - Ke, Ke
AU - Yam, Michael C.H.
AU - Zhang, Huanyang
AU - Fang, Han
N1 - Funding Information:
This research is financially supported by the Research Grants Council of the Hong Kong Special Administrative Region, China with Grant No. PolyU 152096/19E. Partial funding supports from National Natural Science Foundation of China (Grant No. 51890902 and 52178111) is also acknowledged. The funding support provided by the Fundamental Research Funds for the Central Universities2022CDJQY-009 is also acknowledged.
Funding Information:
This research is financially supported by the Research Grants Council of the Hong Kong Special Administrative Region, China with Grant No. PolyU 152096/19E . Partial funding supports from National Natural Science Foundation of China (Grant No. 51890902 and 52178111) is also acknowledged. The funding support provided by the Fundamental Research Funds for the Central Universities 2022CDJQY-009 is also acknowledged.
Publisher Copyright:
© 2023 Elsevier Ltd
PY - 2023/4
Y1 - 2023/4
N2 - In this study, the hysteretic behaviour of shape memory alloy (SMA) plates under cyclic tension-release loadings was examined to promote their seismic applications, with an emphasis on large-size SMA plates with different geometries. Based on a series of SMA plate coupons extracted from base plates with different geometries, the thermal characteristics were investigated, and the phase transformation behaviour of the SMA plates was characterised. Subsequently, cyclic tension-release tests were conducted on the SMA plates in the laboratory, and the key mechanical performance indexes including the transformation strength, post-yield behaviour, self-centring capabilities, and energy dissipation abilities were carefully investigated. According to the results, SMA plates have a comparatively encouraging self-centring ability and moderate energy dissipation capabilities within a specified strain range. However, larger SMA plates show less satisfactory self-centring behaviour and are prone to brittle fracture at the edges. Based on the test programme, a numerical investigation was conducted to offer further insight into the potential applications of large-size SMA plates in the seismic field. A practical modelling procedure, namely the hybrid finite element (FE) modelling technique, was proposed and used to reproduce the degradation and cumulative residual deformation in the SMA plates. Moreover, nonlinear response history analyses (NL-RHAs) were performed on a prototype steel frame equipped with SMA plates in the connections to verify the feasibility of using large-size SMA plates in steel structures.
AB - In this study, the hysteretic behaviour of shape memory alloy (SMA) plates under cyclic tension-release loadings was examined to promote their seismic applications, with an emphasis on large-size SMA plates with different geometries. Based on a series of SMA plate coupons extracted from base plates with different geometries, the thermal characteristics were investigated, and the phase transformation behaviour of the SMA plates was characterised. Subsequently, cyclic tension-release tests were conducted on the SMA plates in the laboratory, and the key mechanical performance indexes including the transformation strength, post-yield behaviour, self-centring capabilities, and energy dissipation abilities were carefully investigated. According to the results, SMA plates have a comparatively encouraging self-centring ability and moderate energy dissipation capabilities within a specified strain range. However, larger SMA plates show less satisfactory self-centring behaviour and are prone to brittle fracture at the edges. Based on the test programme, a numerical investigation was conducted to offer further insight into the potential applications of large-size SMA plates in the seismic field. A practical modelling procedure, namely the hybrid finite element (FE) modelling technique, was proposed and used to reproduce the degradation and cumulative residual deformation in the SMA plates. Moreover, nonlinear response history analyses (NL-RHAs) were performed on a prototype steel frame equipped with SMA plates in the connections to verify the feasibility of using large-size SMA plates in steel structures.
KW - Hysteretic behaviour
KW - Nonlinear response history analyses
KW - Self-centring
KW - Shape memory alloy plate
KW - Steel frame
UR - https://www.scopus.com/pages/publications/85147455368
U2 - 10.1016/j.tws.2023.110591
DO - 10.1016/j.tws.2023.110591
M3 - Journal article
AN - SCOPUS:85147455368
SN - 0263-8231
VL - 185
JO - Thin-Walled Structures
JF - Thin-Walled Structures
M1 - 110591
ER -