Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/1701
DC FieldValueLanguage
dc.contributor.authorKalamkarov, Alexander L.-
dc.contributor.authorSaha, Gobinda-
dc.contributor.authorGeorgiades, Tasos-
dc.date.accessioned2013-03-06T16:58:27Zen
dc.date.accessioned2013-05-17T05:22:19Z-
dc.date.accessioned2015-12-02T09:59:48Z-
dc.date.available2013-03-06T16:58:27Zen
dc.date.available2013-05-17T05:22:19Z-
dc.date.available2015-12-02T09:59:48Z-
dc.date.issued2005-07-
dc.identifier.citationComposites Part B: Engineering, 2005, vol. 36, no. 5, pp. 455-467en_US
dc.identifier.issn13598368-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/1701-
dc.description.abstractSmart glass fiber-reinforced polymer (GFRP) rods are used in conjunction with steel rebars (collectively, hybrid reinforcements) to reinforce two concrete beams. The GFRP rebars are fabricated using a modified pultrusion process, which allows both the embedment of Fabry-Perot fiber-optic sensors (FP-FOS) within the composites, and the successful recovery of the associated fiber-optic leads. The beams are subjected to static and repeated loads to failure. The strain state and deflections of the beams during loading are monitored by the embedded sensors as well as by electrical strain gages (ESG's) and LVDT's. The accuracy of the strain readings from the FP-FOS is verified by comparison with the corresponding readings from the ESG's. Collectively, the experimental analysis shows that the GFRP rebars can be employed with their steel counterparts to successfully reinforce concrete. These GFRP rebars can fulfill a dual role; reinforcing elements by virtue of their mechanical properties and long-term strain monitoring devices by virtue of the embedded sensors.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofComposites Part B: Engineeringen_US
dc.rights© Elsevieren_US
dc.subjectGlass fibersen_US
dc.subjectPultrusionen_US
dc.subjectOptical fiber detectorsen_US
dc.titleStrain and deformation monitoring in infrastructure using embedded smart FRP reinforcementsen_US
dc.typeArticleen_US
dc.collaborationDalhousie University Halifaxen_US
dc.journalsSubscriptionen_US
dc.countryGreeceen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.compositesb.2004.12.003en_US
dc.dept.handle123456789/54en
dc.relation.issue5en_US
dc.relation.volume36en_US
cut.common.academicyear2005-2006en_US
dc.identifier.spage455en_US
dc.identifier.epage467en_US
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypearticle-
crisitem.journal.journalissn1359-8368-
crisitem.journal.publisherElsevier-
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-
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