TY - JOUR
T1 - Novel two-stage superelastic SMA bars with enhanced ductility and graded pseudo-yielding for seismic applications
AU - Chen, Zhi Peng
AU - Zhu, Songye
N1 - Funding Information:
The authors are grateful for the financial support from the Research Grants Council of Hong Kong (Grant Nos. PolyU 152246/18E and T22-502/18-R ), the National Observation and Research Station of Material Corrosion and Structural Safety of Hong Kong–Zhuhai–Macao Bridge in Guangdong , and the Hong Kong Polytechnic University (Grant Nos. ZE2L , ZVX6 , and P0035787 ). 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:
© 2023 Elsevier Ltd
PY - 2023/11/1
Y1 - 2023/11/1
N2 - This study proposed a novel design concept of two-stage superelastic shape memory alloy (SMA) elements to achieve graded pseudo-yielding and enhanced ductility that are suitable for multi-level seismic design. This design concept utilizes the natural stiffness hardening of superelastic SMA after martensite finish stress to activate two transformation stress plateaus (i.e., graded pseudo-yielding points) of two-stage SMA elements. Consequently, the small- and large-diameter parts can be activated under small and rare earthquakes, respectively. This study discussed the design concept, experimental tests, and numerical simulations of two-stage SMA bars with two different diameters. The cyclic behaviour and failure modes of the two-stage SMA bar observed in the tests successfully validated the expected merits. The ductility of the tested two-stage SMA bar increased by 50% compared with that of a normal one-stage SMA bar. Meanwhile, the self-centring (SC) capacity was not compromised when parts of the bar were in the martensite phase during the graded pseudo-yielding. The two-stage SMA bar showed desirable cyclic performance during the whole loading process. Finally, a finite element model was established based on the testing results to facilitate parametric and comparative studies. The two-stage SMA bar showed obvious graded pseudo-yielding behaviour, larger ductility, and greater post-pseudo-yielding stiffness, which can potentially benefit seismic applications.
AB - This study proposed a novel design concept of two-stage superelastic shape memory alloy (SMA) elements to achieve graded pseudo-yielding and enhanced ductility that are suitable for multi-level seismic design. This design concept utilizes the natural stiffness hardening of superelastic SMA after martensite finish stress to activate two transformation stress plateaus (i.e., graded pseudo-yielding points) of two-stage SMA elements. Consequently, the small- and large-diameter parts can be activated under small and rare earthquakes, respectively. This study discussed the design concept, experimental tests, and numerical simulations of two-stage SMA bars with two different diameters. The cyclic behaviour and failure modes of the two-stage SMA bar observed in the tests successfully validated the expected merits. The ductility of the tested two-stage SMA bar increased by 50% compared with that of a normal one-stage SMA bar. Meanwhile, the self-centring (SC) capacity was not compromised when parts of the bar were in the martensite phase during the graded pseudo-yielding. The two-stage SMA bar showed desirable cyclic performance during the whole loading process. Finally, a finite element model was established based on the testing results to facilitate parametric and comparative studies. The two-stage SMA bar showed obvious graded pseudo-yielding behaviour, larger ductility, and greater post-pseudo-yielding stiffness, which can potentially benefit seismic applications.
KW - Cyclic test
KW - Graded pseudo-yielding
KW - Martensite stiffness hardening
KW - Self-centring seismic-resisting structures
KW - Shape memory alloy
UR - http://www.scopus.com/inward/record.url?scp=85172461359&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2023.116727
DO - 10.1016/j.engstruct.2023.116727
M3 - Journal article
AN - SCOPUS:85172461359
SN - 0141-0296
VL - 294
JO - Engineering Structures
JF - Engineering Structures
M1 - 116727
ER -