Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/1375
DC FieldValueLanguage
dc.contributor.authorKalamkarov, Alexander L.-
dc.contributor.authorSaha, Gobinda-
dc.contributor.authorGeorgiades, Tasos-
dc.date.accessioned2013-03-06T16:36:35Zen
dc.date.accessioned2013-05-17T05:22:59Z-
dc.date.accessioned2015-12-02T10:17:49Z-
dc.date.available2013-03-06T16:36:35Zen
dc.date.available2013-05-17T05:22:59Z-
dc.date.available2015-12-02T10:17:49Z-
dc.date.issued2004-07-01-
dc.identifier.citationJournal of Thermoplastic Composite Materials, 2004, vol. 17, no. 4, pp. 359-381en_US
dc.identifier.issn08927057-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/1375-
dc.description.abstractSmart glass fiber-reinforced polymer (FRP) reinforcements with embedded Fabry-Perot fiber-optic sensors are pultruded and investigated in both laboratory and environmental extreme conditions. Various mechanical (quasi-static and cyclic loads, fatigue loads, long- and short-term creep), thermal (from -40° to +60°C), and severe environmental (alkaline solutions with pH12.8) loads are imposed onto the smart FRP tendons, prior to their application in laboratory-designed concrete beams. A comprehensive testing program is followed for the beams, including thermal exposure during and after concrete curing phases, static and cyclic failure-induced loadings. In all testing programs, the data obtained from the interferometric Fabry-Perot fiber-optic sensors are compared to those from an extensometer, an electrical resistance strain gage, and an LVDT. The study shows that the response, in terms of internal mechanical strain, against applied mechanical and structural loads up to the failure of the concrete beams can be steadily obtained using embedded smart FRP rebars. These results have higher accuracy when compared with other strain-measuring counterparts.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Thermoplastic Composite Materialsen_US
dc.rights© SAGEen_US
dc.subjectPultrusionen_US
dc.subjectReliability (Engineering)en_US
dc.subjectStructural health monitoringen_US
dc.subjectConcrete--Testingen_US
dc.titleSmart FRP reinforcements for long-term health monitoring in infrastructureen_US
dc.typeArticleen_US
dc.collaborationDalhousie University Halifaxen_US
dc.subject.categoryMechanical Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1177/0892705704045189en_US
dc.dept.handle123456789/54en
dc.relation.issue4en_US
dc.relation.volume17en_US
cut.common.academicyear2004-2005en_US
dc.identifier.spage359en_US
dc.identifier.epage381en_US
item.openairetypearticle-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.languageiso639-1en-
crisitem.author.deptDepartment of Mechanical Engineering and Materials Science and Engineering-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-8984-1011-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.journal.journalissn1530-7980-
crisitem.journal.publisherSage-
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