Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/111775
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, Sen_US
dc.creatorSu, Qen_US
dc.creatorJiang, Xen_US
dc.creatorLi, Len_US
dc.creatorMotavalli, Men_US
dc.creatorGhafoori, Een_US
dc.date.accessioned2025-03-14T03:57:02Z-
dc.date.available2025-03-14T03:57:02Z-
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/111775-
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 Wang, S., Su, Q., Jiang, X., Li, L., Motavalli, M., & Ghafoori, E. (2024). Self-prestressing bonded patches using Fe-SMA and CFRP for lifetime extension of fatigue-cracked steel details. Construction and Building Materials, 443, 137690 is available at https://doi.org/10.1016/j.conbuildmat.2024.137690.en_US
dc.subjectAdhesive bondingen_US
dc.subjectCarbon fiber reinforced polymer (CFRP)en_US
dc.subjectFatigueen_US
dc.subjectIron-based shape memory alloy (Fe-SMA)en_US
dc.subjectMemory-steelen_US
dc.subjectMetallic structureen_US
dc.subjectRepairen_US
dc.titleSelf-prestressing bonded patches using Fe-SMA and CFRP for lifetime extension of fatigue-cracked steel detailsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume443en_US
dc.identifier.doi10.1016/j.conbuildmat.2024.137690en_US
dcterms.abstractSelf-prestressing bonded patches employing iron-based shape memory alloy (Fe-SMA) and carbon fiber reinforced polymer (CFRP) for lifetime extension of cracked steel structures are investigated. The repair patches, applicable in confined spaces, are bonded over cracks, with prestress generated within Fe-SMA via activation (heating and cooling) to induce compression on cracks. Experimental tests involve cracked steel plates repaired with Fe-SMA and Fe-SMA/CFRP bonded patches, with a patch width of 50 mm and varied patch lengths of 100[sbnd]500 mm. Fe-SMA strips are activated to 180 ℃ using electric heating, generating prestresses of 154[sbnd]254 MPa. Fatigue tests (∆σ=90 MPa, R=0.2) show fatigue life extensions of ≥4.2 and ≥5.5 times for Fe-SMA and Fe-SMA/CFRP repairs. The 100 mm long Fe-SMA/CFRP patch exhibits optimal performance in lifetime extension, achieving complete crack arrest. As patch lengths decrease, failure modes shift from Fe-SMA (and CFRP) fracture to patch debonding while all patches remain effective in fatigue life extension. Finite element analysis with experimental validation quantifies the effects of prestress and load-sharing on reducing stress intensity factors at crack tips, thus retarding crack propagation. Design recommendations are proposed for the application of self-prestressing patches.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationConstruction and building materials, 13 Sept 2024, v. 443, 137690en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2024-09-13-
dc.identifier.scopus2-s2.0-85200218166-
dc.identifier.artn137690en_US
dc.description.validate202503 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; China Scholarship Council (CSC); Structural Engineering Laboratory of Empaen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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