Abstract

Bridges reinforced with superelastic shape memory alloys (SMAs) demonstrate improved performance under earthquake excitations. In general, the capital investment for a bridge reinforced with SMAs is higher due to their high cost and special workmanship requirement. However, when accounting for postearthquake repair and maintenance costs and environmental impacts, SMA-reinforced bridges can deliver significant economic and environmental advantages over conventional structures in the long run. Based on a life cycle thinking–based decision support framework developed in a companion paper, this study thoroughly evaluated the life cycle seismic performance of a bridge reinforced with an SMA considering three different reinforcement configurations. Fragility analyses were conducted for each reinforcement configuration of the SMA-reinforced concrete (RC) bridge to assess its seismic vulnerability. A life cycle cost (LCC) assessment was performed to determine the economic impacts during their service life. Additionally, cradle-to-grave life cycle assessment (LCA) was done using SimaPro to assess the environmental impacts. Using the outcomes of the these assessments, the overall life cycle performance of the novel bridges was compared with a similar bridge reinforced with conventional steel. The results showed that the SMA-reinforced bridges presented a better seismic life cycle performance compared with a conventional RC bridge from a seismic performance and economic perspective. However, the conventional bridge showed a better overall score from an eco-friendly approach.

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Acknowledgments

The financial contribution of the Natural Sciences and Engineering Research Council (NSERC) of Canada through Discover grant to conduct this research is gratefully acknowledged.

References

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 27Issue 6June 2022

History

Received: Feb 27, 2021
Accepted: Feb 27, 2022
Published online: Apr 15, 2022
Published in print: Jun 1, 2022
Discussion open until: Sep 15, 2022

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Graduate Research Assistant, School of Engineering, Univ. of British Columbia (Okanagan Campus), 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7. ORCID: https://orcid.org/0000-0003-3331-0905. Email: [email protected]
Graduate Research Assistant, School of Engineering, Univ. of British Columbia (Okanagan Campus), 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7. ORCID: https://orcid.org/0000-0001-9845-5107. Email: [email protected]
Senior Lecturer, Dept. of Mechanical Engineering, Univ. of Moratuwa, Katubedda, Moratuwa 10400, Sri Lanka. ORCID: https://orcid.org/0000-0003-1350-7444. Email: [email protected]
Research Assistant Professor, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, School of Civil Engineering, Southeast Univ., Nanjing, Jiangsu 210096, P.R. China. Email: [email protected]
Professor and Tier-1 Principal’s Research Chair in Resilient and Green Infrastructure, School of Engineering, Univ. of British Columbia (Okanagan Campus), 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7 (corresponding author). ORCID: https://orcid.org/0000-0002-9092-1473. Email: [email protected]
Kasun Hewage [email protected]
Professor and FortisBC Smart Energy Chair, School of Engineering, Univ. of British Columbia (Okanagan Campus), 1137 Alumni Ave., Kelowna, BC, Canada V1V 1V7. Email: [email protected]

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  • Study of Ultralow-Cycle Fatigue of Iron-Based SMA in Triaxial Stress States, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-16115, 35, 10, (2023).

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