Thermally-activated shape memory alloys for retrofitting bridge double-angle connections

Research output: Contribution to journalArticleResearchpeer review

Authors

External Research Organisations

  • University of New South Wales (UNSW)
  • Swiss Federal Laboratories for Material Science and Technology (EMPA)
  • University of Tehran
  • ETH Zurich
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Details

Original languageEnglish
Article number112827
JournalEngineering structures
Volume245
Publication statusPublished - 15 Oct 2021
Externally publishedYes

Abstract

Double-angle connections are prone to fatigue cracking in old steel bridges; however, owing to their complexity, there are not many retrofitting solutions for these details. This study proposes a retrofitting system for double-angle connections using iron-based shape memory alloys (Fe-SMAs). An innovative connection test setup equipped with an optical 3D digital image correlation (DIC) measurement system was developed. The retrofitting system included two end-anchorages set on either side of the connection. Fe-SMA strips were inserted inside the anchorages, and then were thermally activated (pre-stressed) to a temperature of 260 °C. Numerical finite element studies were performed to investigate the static behavior of the system. It was found that the activated/prestressed Fe-SMA strips not only apply a reverse positive moment on the connection (versus an undesirable negative fixity moment), but also “absorb” a portion of the negative moment, owing to the added axial stiffness. The proposed SMA-based system offers a versatile and cost-effective technique (with quick and easy installation) for bridge connections, and can significantly reduce the effects from undesirable sources of fatigue cracking.

Keywords

    Damage, Fatigue crack, Optical measurements, Pre-stressing, Rehabilitation, Shape memory alloy (SMAs)

ASJC Scopus subject areas

Cite this

Thermally-activated shape memory alloys for retrofitting bridge double-angle connections. / Izadi, Mohammadreza; Motavalli, Masoud; Ghafoori, Elyas.
In: Engineering structures, Vol. 245, 112827, 15.10.2021.

Research output: Contribution to journalArticleResearchpeer review

Izadi M, Motavalli M, Ghafoori E. Thermally-activated shape memory alloys for retrofitting bridge double-angle connections. Engineering structures. 2021 Oct 15;245:112827. doi: 10.1016/j.engstruct.2021.112827
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abstract = "Double-angle connections are prone to fatigue cracking in old steel bridges; however, owing to their complexity, there are not many retrofitting solutions for these details. This study proposes a retrofitting system for double-angle connections using iron-based shape memory alloys (Fe-SMAs). An innovative connection test setup equipped with an optical 3D digital image correlation (DIC) measurement system was developed. The retrofitting system included two end-anchorages set on either side of the connection. Fe-SMA strips were inserted inside the anchorages, and then were thermally activated (pre-stressed) to a temperature of 260 °C. Numerical finite element studies were performed to investigate the static behavior of the system. It was found that the activated/prestressed Fe-SMA strips not only apply a reverse positive moment on the connection (versus an undesirable negative fixity moment), but also “absorb” a portion of the negative moment, owing to the added axial stiffness. The proposed SMA-based system offers a versatile and cost-effective technique (with quick and easy installation) for bridge connections, and can significantly reduce the effects from undesirable sources of fatigue cracking.",
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AU - Motavalli, Masoud

AU - Ghafoori, Elyas

N1 - Funding Information: Zurich University of Applied Sciences (ZHAW), Winterthur, Switzerland, commissioned by State Secretariat for Education, Research and Innovation (SERI) for providing a mobility grant for bilateral research collaboration with South Asia and Iran 2017–2019 is recognized. The authors also thank the technicians of the Structural Engineering Research Laboratory of Empa, Switzerland, for their exceptional support in performing the experiments. Furthermore, the authors acknowledge support from Von Roll Deutschland GmbH and re-fer AG company, Switzerland, for providing the GFRP laminates and the Fe-SMA strips, respectively. Funding Information: Zurich University of Applied Sciences (ZHAW), Winterthur, Switzerland, commissioned by State Secretariat for Education, Research and Innovation (SERI) for providing a mobility grant for bilateral research collaboration with South Asia and Iran 2017?2019 is recognized. The authors also thank the technicians of the Structural Engineering Research Laboratory of Empa, Switzerland, for their exceptional support in performing the experiments. Furthermore, the authors acknowledge support from Von Roll Deutschland GmbH and re-fer AG company, Switzerland, for providing the GFRP laminates and the Fe-SMA strips, respectively. Publisher Copyright: © 2021 The Authors

PY - 2021/10/15

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N2 - Double-angle connections are prone to fatigue cracking in old steel bridges; however, owing to their complexity, there are not many retrofitting solutions for these details. This study proposes a retrofitting system for double-angle connections using iron-based shape memory alloys (Fe-SMAs). An innovative connection test setup equipped with an optical 3D digital image correlation (DIC) measurement system was developed. The retrofitting system included two end-anchorages set on either side of the connection. Fe-SMA strips were inserted inside the anchorages, and then were thermally activated (pre-stressed) to a temperature of 260 °C. Numerical finite element studies were performed to investigate the static behavior of the system. It was found that the activated/prestressed Fe-SMA strips not only apply a reverse positive moment on the connection (versus an undesirable negative fixity moment), but also “absorb” a portion of the negative moment, owing to the added axial stiffness. The proposed SMA-based system offers a versatile and cost-effective technique (with quick and easy installation) for bridge connections, and can significantly reduce the effects from undesirable sources of fatigue cracking.

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KW - Rehabilitation

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