Abstract

Iron-based shape memory alloy (Fe-SMA) is an emerging class of material having a great potential for civil engineering, especially seismic engineering applications. However, the behavior of Fe-SMA strongly depends on temperature-sensitive martensitic transformation, and thus the influence of temperature on the behavior of Fe-SMA should receive particular attention. The current study experimentally investigates how temperature variation affects the mechanical properties, including monotonic tensile strength, low cycle fatigue (LCF), and impact toughness, of Fe-SMA (Fe-17Mn-5Si-10Cr-5Ni in wt%), with a particular focus on its low-temperature behavior. Specifically, the considered temperatures used for conducting monotonic tensile and LCF tests were 40°C, 10°C, and 20°C, whereas the range of temperature for impact toughness tests was from 100°C to 20°C. Additional tests were performed on S30408 stainless steel and conventional Q355 structural steel for comparison purposes. The experimental results suggest that low temperature leads to increased strength and reduced ductility of Fe-SMA. The impact toughness of Fe-SMA is comparable with that of S30408 steel, exhibiting ductile fracture characteristic observed even at 100°C. Fe-SMA outperforms conventional steels with an evidently greater LCF life given the considered temperature variation; although, its LCF life decreases at lower temperatures due to the inhibited reversible martensite transformation. This study also provides a set of practical parameters that facilitate constitutive modeling and strain-based fatigue life prediction of Fe-SMA under various temperatures.

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Data Availability Statement

All data and models that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The financial supports from the National Natural Science Foundation of China (NSFC) with Grant Nos. 52378177, 52078359, and 51820105013 are gratefully acknowledged. Support for this study was also provided by the Shanghai Rising-Star Program (20QA1409400), and Shuguang Program (22SG18) supported by Shanghai Education Development Foundation and Shanghai Municipal Education Commission.

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Journal of Structural Engineering
Volume 150Issue 7July 2024

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Received: Jul 15, 2023
Accepted: Jan 22, 2024
Published online: May 9, 2024
Published in print: Jul 1, 2024
Discussion open until: Oct 9, 2024

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Zhe-Xi Zhang [email protected]
Ph.D. Student, State Key Laboratory of Disaster Reduction in Civil Engineering and Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Research Professor, State Key Laboratory of Disaster Reduction in Civil Engineering and Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: https://orcid.org/0000-0001-9002-0379. Email: [email protected]
Postdoctoral, Dept. of Building and Real Estate, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China. Email: [email protected]
Ph.D. Student, State Key Laboratory of Disaster Reduction in Civil Engineering and Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China. ORCID: https://orcid.org/0009-0007-0754-1044. Email: [email protected]
Graduate Student, State Key Laboratory of Disaster Reduction in Civil Engineering and Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China. ORCID: https://orcid.org/0009-0004-6261-1357. Email: [email protected]
Ph.D. Student, Dept. of Mechanics, Dalian Maritime Univ., Dalian 116026, China. Email: [email protected]

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