Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/112346
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorDeng, Z-
dc.creatorSilvestru, VA-
dc.creatorLi, L-
dc.creatorGhafoori, E-
dc.creatorTaras, A-
dc.date.accessioned2025-04-09T00:50:49Z-
dc.date.available2025-04-09T00:50:49Z-
dc.identifier.issn0950-0618-
dc.identifier.urihttp://hdl.handle.net/10397/112346-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.rights© 2024 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Deng, Z., Silvestru, V.-A., Li, L., Ghafoori, E., & Taras, A. (2024). Effect of elevated temperature on the bond behaviour of adhesive shear joints between glass substrate and iron-based shape memory alloy strip. Construction and Building Materials, 453, 138937 is available at https://doi.org/10.1016/j.conbuildmat.2024.138937.en_US
dc.subjectBond behaviouren_US
dc.subjectDebondingen_US
dc.subjectElevated temperatureen_US
dc.subjectEpoxy adhesiveen_US
dc.subjectGlassen_US
dc.subjectIron-based shape memory alloy (Fe-SMA)en_US
dc.subjectLap-shear jointen_US
dc.titleEffect of elevated temperature on the bond behaviour of adhesive shear joints between glass substrate and iron-based shape memory alloy stripen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume453-
dc.identifier.doi10.1016/j.conbuildmat.2024.138937-
dcterms.abstractGlass 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.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationConstruction and building materials, 29 Nov. 2024, v. 453, 138937-
dcterms.isPartOfConstruction and building materials-
dcterms.issued2024-11-29-
dc.identifier.scopus2-s2.0-85208112207-
dc.identifier.artn138937-
dc.description.validate202504 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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