Details
Originalsprache | Englisch |
---|---|
Aufsatznummer | 112827 |
Fachzeitschrift | Engineering structures |
Jahrgang | 245 |
Publikationsstatus | Veröffentlicht - 15 Okt. 2021 |
Extern publiziert | Ja |
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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- Tief- und Ingenieurbau
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in: Engineering structures, Jahrgang 245, 112827, 15.10.2021.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Thermally-activated shape memory alloys for retrofitting bridge double-angle connections
AU - Izadi, Mohammadreza
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
Y1 - 2021/10/15
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.
AB - 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.
KW - Damage
KW - Fatigue crack
KW - Optical measurements
KW - Pre-stressing
KW - Rehabilitation
KW - Shape memory alloy (SMAs)
UR - http://www.scopus.com/inward/record.url?scp=85111206928&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2021.112827
DO - 10.1016/j.engstruct.2021.112827
M3 - Article
AN - SCOPUS:85111206928
VL - 245
JO - Engineering structures
JF - Engineering structures
SN - 0141-0296
M1 - 112827
ER -