Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/5294
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dc.contributorDepartment of Electrical Engineering-
dc.contributorDepartment of Mechanical Engineering-
dc.creatorYuan, L-
dc.creatorZhou, L-
dc.creatorJin, W-
dc.creatorChan, CC-
dc.date.accessioned2014-12-11T08:29:07Z-
dc.date.available2014-12-11T08:29:07Z-
dc.identifier.issn0034-6748-
dc.identifier.urihttp://hdl.handle.net/10397/5294-
dc.language.isoenen_US
dc.publisherAmerican Institute of Physicsen_US
dc.rights© 2000 American Institute of Physics. This article may be downloaded for personal use only. Any other use requires prior permission of the author and the American Institute of Physics. The following article appeared in L. Yuan et al., Review of scientific instruments 71, 4648 (2000) and may be found at http://link.aip.org/link/?rsi/71/4648en_US
dc.subjectFibre optic sensorsen_US
dc.subjectMichelson interferometersen_US
dc.subjectIntelligent structuresen_US
dc.subjectIntelligent sensorsen_US
dc.subjectStrain gaugesen_US
dc.subjectExtensometersen_US
dc.subjectComposite materialsen_US
dc.subjectConcreteen_US
dc.subjectLight interferometryen_US
dc.subjectStrain measurementen_US
dc.titleRecent progress of white light interferometric fiberoptic strain sensing techniquesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage4648-
dc.identifier.epage4654-
dc.identifier.volume71-
dc.identifier.issue12-
dc.identifier.doi10.1063/1.1324736-
dcterms.abstractStrain, deformation, and temperature measurements constitute some of the most interesting parameters to be monitored in composite materials or structures. White light interferometry offers good performance even for long-term measurements of these parameters. Based on the Michelson interferometer, a fiberoptic localized extensometer and multiplexing strain-sensing techniques are demonstrated in this article. Related problems such as the effect of optical fiber coating on an embedded sensor and the dual use of one sensor are discussed. Finally, application examples of surface strain and internal strain (0–6000 microstrain) and temperature (22–36 °C) of concrete sample are given.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationReview of scientific instruments, Dec. 2000, v. 71, no. 12, p. 4648-4654-
dcterms.isPartOfReview of scientific instruments-
dcterms.issued2000-12-
dc.identifier.isiWOS:000165585200044-
dc.identifier.scopus2-s2.0-0000883860-
dc.identifier.eissn1089-7623-
dc.identifier.rosgroupidr02484-
dc.description.ros2000-2001 > Academic research: refereed > Publication in refereed journal-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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