Abstract

An iron-based shape memory alloy (Fe-SMA) can be used to conveniently apply prestress strengthening via a heating and cooling procedure. Material-level tests demonstrated that prestress of Fe-SMAs is sensitive to mechanical and thermal loading. Durability of steel structures strengthened by Fe-SMAs when subjected to harsh service conditions, such as coupled thermomechanical cycles is not fully understood. In this study, high-cycle fatigue tests were conducted on damaged steel plates retrofitted with Fe-SMA strips. Four temperature scenarios were adopted: room temperature (RT), a low temperature (LT) of 20°C, a high temperature (HT) of 60°C, and a cyclic temperature (CT) from 20°C to 60°C. Results showed that regardless of temperature variation, the Fe-SMA presented reliable repairing effects on steel plates, of which, the fatigue life was 2.1–3.5 times larger than that of the unstrengthened samples. The difference in coefficients of thermal expansion (CTEs) between the Fe-SMA and steel, as well as loss of prestress of the Fe-SMA due to fatigue and thermal loading, both affected the fatigue performance of the retrofitted specimens.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was supported by the National Natural Science Foundation of China (Project Nos. 52222803 and 51878485), the Shanghai Science and Technology Committee Rising-Star Program (19QC1400400), China. The authors thank re-fer AG, Switzerland, for providing the Fe-SMA materials.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 3March 2023

History

Received: May 25, 2022
Accepted: Oct 13, 2022
Published online: Dec 23, 2022
Published in print: Mar 1, 2023
Discussion open until: May 23, 2023

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Zhen-Yu Chen [email protected]
Graduate Student, Key Laboratory of Performance Evolution and Control for Engineering Structures, Tongji Univ., Ministry of Education, 1239 Siping Rd., Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., Ministry of Education, 1239 Siping Rd., Shanghai 200092, China. Email: [email protected]
Xiang-Lin Gu, M.ASCE [email protected]
Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures, Tongji Univ., Ministry of Education, 1239 Siping Rd., Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. Email: [email protected]
Xiao-Ling Zhao, F.ASCE [email protected]
Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China. Email: [email protected]
Professor, Institute of Steel for Construction, Leibniz Univ. of Hannover, Hannover 30167, Germany. ORCID: https://orcid.org/0000-0002-4924-0668. Email: [email protected]
Associate Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures, Tongji Univ., Ministry of Education, 1239 Siping Rd., Shanghai 200092, China; Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author). ORCID: https://orcid.org/0000-0003-1772-3195. Email: [email protected]

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