Effect of elevated temperature on the bond behaviour of adhesive shear joints between glass substrate and iron-based shape memory alloy strip

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

  • Zhikang Deng
  • Vlad Alexandru Silvestru
  • Lingzhen Li
  • Elyas Ghafoori
  • Andreas Taras

Externe Organisationen

  • ETH Zürich
  • Eidgenössische Materialprüfungs- und Forschungsanstalt (EMPA)
  • Hong Kong Polytechnic University
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Aufsatznummer138937
FachzeitschriftConstruction and Building Materials
Jahrgang453
Frühes Online-Datum5 Nov. 2024
PublikationsstatusElektronisch veröffentlicht (E-Pub) - 5 Nov. 2024

Abstract

Glass has been increasingly used as structural elements, such as glass beams or fins. Previous feasibility studies have shown increased initial and post-fracture load-bearing capacity of laminated glass beams post-tensioned with adhesively bonded iron-based shape memory alloy (Fe-SMA) strips. However, the potential elevated service temperatures were not considered, which significantly degraded the material properties of the adhesive. This study experimentally investigated the mechanical behaviour of Fe-SMA-to-glass lap-shear joints with an epoxy adhesive at different temperatures of 23 °C, 50 °C, and 80 °C, representing room temperature and typical elevated service temperatures. The results showed that, compared with the one at room temperature, the load-carrying capacity remained nearly unchanged at 50 °C and decreased by approximately 20 % at 80 °C. On the contrary, the effective bond length increased from approximately 116 mm to 250–300 mm. The failure modes, the tensile strain of the iron-based shape memory alloy, the bond-slip behaviour, and the fracture energy of the joints were also evaluated. The current study fills a significant research gap in the engineering application of strengthening glass structures by bonded pre-stressed Fe-SMA strips. Moreover, the results may also significantly contribute to the future application of the selected adhesive at elevated temperatures.

ASJC Scopus Sachgebiete

Zitieren

Effect of elevated temperature on the bond behaviour of adhesive shear joints between glass substrate and iron-based shape memory alloy strip. / Deng, Zhikang; Silvestru, Vlad Alexandru; Li, Lingzhen et al.
in: Construction and Building Materials, Jahrgang 453, 138937, 29.11.2024.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Download
@article{f76ff75c4aac4406a2e684e5f861e74b,
title = "Effect of elevated temperature on the bond behaviour of adhesive shear joints between glass substrate and iron-based shape memory alloy strip",
abstract = "Glass has been increasingly used as structural elements, such as glass beams or fins. Previous feasibility studies have shown increased initial and post-fracture load-bearing capacity of laminated glass beams post-tensioned with adhesively bonded iron-based shape memory alloy (Fe-SMA) strips. However, the potential elevated service temperatures were not considered, which significantly degraded the material properties of the adhesive. This study experimentally investigated the mechanical behaviour of Fe-SMA-to-glass lap-shear joints with an epoxy adhesive at different temperatures of 23 °C, 50 °C, and 80 °C, representing room temperature and typical elevated service temperatures. The results showed that, compared with the one at room temperature, the load-carrying capacity remained nearly unchanged at 50 °C and decreased by approximately 20 % at 80 °C. On the contrary, the effective bond length increased from approximately 116 mm to 250–300 mm. The failure modes, the tensile strain of the iron-based shape memory alloy, the bond-slip behaviour, and the fracture energy of the joints were also evaluated. The current study fills a significant research gap in the engineering application of strengthening glass structures by bonded pre-stressed Fe-SMA strips. Moreover, the results may also significantly contribute to the future application of the selected adhesive at elevated temperatures.",
keywords = "Bond behaviour, Debonding, Elevated temperature, Epoxy adhesive, Glass, Iron-based shape memory alloy (Fe-SMA), Lap-shear joint",
author = "Zhikang Deng and Silvestru, {Vlad Alexandru} and Lingzhen Li and Elyas Ghafoori and Andreas Taras",
note = "Publisher Copyright: {\textcopyright} 2024 The Authors",
year = "2024",
month = nov,
day = "5",
doi = "10.1016/j.conbuildmat.2024.138937",
language = "English",
volume = "453",
journal = "Construction and Building Materials",
issn = "0950-0618",
publisher = "Elsevier Ltd.",

}

Download

TY - JOUR

T1 - Effect of elevated temperature on the bond behaviour of adhesive shear joints between glass substrate and iron-based shape memory alloy strip

AU - Deng, Zhikang

AU - Silvestru, Vlad Alexandru

AU - Li, Lingzhen

AU - Ghafoori, Elyas

AU - Taras, Andreas

N1 - Publisher Copyright: © 2024 The Authors

PY - 2024/11/5

Y1 - 2024/11/5

N2 - Glass has been increasingly used as structural elements, such as glass beams or fins. Previous feasibility studies have shown increased initial and post-fracture load-bearing capacity of laminated glass beams post-tensioned with adhesively bonded iron-based shape memory alloy (Fe-SMA) strips. However, the potential elevated service temperatures were not considered, which significantly degraded the material properties of the adhesive. This study experimentally investigated the mechanical behaviour of Fe-SMA-to-glass lap-shear joints with an epoxy adhesive at different temperatures of 23 °C, 50 °C, and 80 °C, representing room temperature and typical elevated service temperatures. The results showed that, compared with the one at room temperature, the load-carrying capacity remained nearly unchanged at 50 °C and decreased by approximately 20 % at 80 °C. On the contrary, the effective bond length increased from approximately 116 mm to 250–300 mm. The failure modes, the tensile strain of the iron-based shape memory alloy, the bond-slip behaviour, and the fracture energy of the joints were also evaluated. The current study fills a significant research gap in the engineering application of strengthening glass structures by bonded pre-stressed Fe-SMA strips. Moreover, the results may also significantly contribute to the future application of the selected adhesive at elevated temperatures.

AB - Glass has been increasingly used as structural elements, such as glass beams or fins. Previous feasibility studies have shown increased initial and post-fracture load-bearing capacity of laminated glass beams post-tensioned with adhesively bonded iron-based shape memory alloy (Fe-SMA) strips. However, the potential elevated service temperatures were not considered, which significantly degraded the material properties of the adhesive. This study experimentally investigated the mechanical behaviour of Fe-SMA-to-glass lap-shear joints with an epoxy adhesive at different temperatures of 23 °C, 50 °C, and 80 °C, representing room temperature and typical elevated service temperatures. The results showed that, compared with the one at room temperature, the load-carrying capacity remained nearly unchanged at 50 °C and decreased by approximately 20 % at 80 °C. On the contrary, the effective bond length increased from approximately 116 mm to 250–300 mm. The failure modes, the tensile strain of the iron-based shape memory alloy, the bond-slip behaviour, and the fracture energy of the joints were also evaluated. The current study fills a significant research gap in the engineering application of strengthening glass structures by bonded pre-stressed Fe-SMA strips. Moreover, the results may also significantly contribute to the future application of the selected adhesive at elevated temperatures.

KW - Bond behaviour

KW - Debonding

KW - Elevated temperature

KW - Epoxy adhesive

KW - Glass

KW - Iron-based shape memory alloy (Fe-SMA)

KW - Lap-shear joint

UR - http://www.scopus.com/inward/record.url?scp=85208112207&partnerID=8YFLogxK

U2 - 10.1016/j.conbuildmat.2024.138937

DO - 10.1016/j.conbuildmat.2024.138937

M3 - Article

AN - SCOPUS:85208112207

VL - 453

JO - Construction and Building Materials

JF - Construction and Building Materials

SN - 0950-0618

M1 - 138937

ER -

Von denselben Autoren