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dc.contributor.authorMaurizio Morgese
dc.contributor.authorChengwei Wang
dc.contributor.authorYu Ying
dc.contributor.authorTodd Taylor
dc.contributor.authorFarhad Ansari
dc.date.accessioned2023-08-16T19:02:35Z
dc.date.available2023-08-16T19:02:35Z
dc.date.issued2023/07/01
dc.identifier.otherJENMDT.EMENG-6990.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292666
dc.description.abstractStress-strain response of optical fibers in direct tension is introduced in this article. The research involved direct tension tests of optical fibers and development of theoretical relationships describing the tensile behavior of the fibers. Two types of optical fibers, namely ribbon and standard single mode fiber (SMF-28) were included in the experimental and theoretical investigations. The impetus for the study was the need for the elastic properties of the optical fibers, such as the modulus of elasticity and the elastic limit for accurate interpretation of strains measured by optical fiber sensors. Ribbon fibers have proven to be robust for sensing applications in civil structures which prompted the research described herein. By employing the experimental data and by using the generalized Ramberg-Osgood law, it was possible to establish the theoretical stress-strain responses of the optical fibers. The experimental program allowed for distributed measurement of optical fiber strain by a Brillouin Optical Time Domain Analysis system (BOTDA). These results were compared with the direct measurement of the applied displacements at the fiber ends.
dc.publisherAmerican Society of Civil Engineers
dc.titleStress–Strain Response of Optical Fibers in Direct Tension
dc.typeJournal Article
dc.journal.volume149
dc.journal.issue7
dc.journal.titleJournal of Engineering Mechanics
dc.identifier.doi10.1061/JENMDT.EMENG-6990
dc.journal.fristpage04023037-1
dc.journal.lastpage04023037-14
dc.page14
dc.treeJournal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 007
dc.contenttypeFulltext


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