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Title: Assessment of an instrumented reinforced-concrete bridge with fiber-reinforced-polymer strengthening
Author (s): Watkins, Steve E.
Fonda, James W.
Nanni, Antonio
Department/Lab Affiliations: Applied Optics Laboratory
Center for Infrastructure Engineering Studies
Civil, Architectural & Environmental Engineering
Electrical and Computer Engineering
University Transportation Center
Keywords: bridges (structures)
condition monitoring
fiber optic sensors
fibre reinforced plastics
light interferometry
strain measurement
strain sensors
Subject Terms: Fabry-Perot interferometers.
Reinforced concrete.
Issue Date: 2007
Publisher: Society of Photo-Optical Instrumentation Engineers SPIE
Citation: Watkins, S.E., Fonda, J.W., and Nanni, A. “Assessment of an Instrumented Reinforced-Concrete Bridge with Fiber-Reinforced-Polymer Strengthening” Optical Engineering, vol. 46 (5), 051010, 2007.
Abstract: Field instrumentation is investigated on an in-service highway bridge over a 2-year period. Extrinsic Fabry-Pérot interferometric (EFPI) strain sensors provide a permanent health-monitoring capability. The bridge is a reinforced-concrete (RC) structure that was repaired and strengthened using fiber-reinforced-polymer (FRP) wraps. A sensor network monitors the load-induced strain in the FRP reinforcement and the steel rebar. Colocated electrical resistance strain gauges and a finite element analysis are used for comparison. Both dynamic and static load characteristics are analyzed for a near-capacity truck. The fiber optic measurements are generally consistent with the comparison measurements and the analytical results; and they show no failure or degradation as opposed to the electrical resistance gauges. We demonstrate the implementation and the performance of in situ EFPI sensors in a long-term field environment. Embedded fiber optic sensors can provide the required information for the intelligent management of a transportation infrastructure.
Type: Article - Journal
text
In Title: Optical Engineering
Copyright Notice: This material is presented to ensure timely dissemination of scholarly and technical work. Copyright and all rights therein are retained by authors or by other copyright holders. All persons copying this information are expected to adhere to the terms and constraints invoked by each author's copyright. In most cases, these works may not be reposted without the explicit permission of the copyright holder.
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Publisher URL:
http://dx.doi.org/10.1117/1.2740758
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titleAssessment of an instrumented reinforced-concrete bridge with fiber-reinforced-polymer strengthening
contributor.authorWatkins, Steve E.
contributor.authorFonda, James W.
contributor.authorNanni, Antonio
contributor.deptlabApplied Optics Laboratory
contributor.deptlabCenter for Infrastructure Engineering Studies
contributor.deptlabCivil, Architectural & Environmental Engineering
contributor.deptlabElectrical and Computer Engineering
contributor.deptlabUniversity Transportation Center
contributor.sponsorCenter for Infrastructure Engineering Studies at UMR
contributor.sponsorMissouri department of transportation
subjectbridges (structures)
subjectcondition monitoring
subjectfiber optic sensors
subjectfibre reinforced plastics
subjectlight interferometry
subjectstrain measurement
subjectstrain sensors
subject.LCSHFabry-Perot interferometers.
subject.LCSHReinforced concrete.
date.issued2007
publisherSociety of Photo-Optical Instrumentation Engineers SPIE
identifier.citationWatkins, S.E., Fonda, J.W., and Nanni, A. “Assessment of an Instrumented Reinforced-Concrete Bridge with Fiber-Reinforced-Polymer Strengthening” Optical Engineering, vol. 46 (5), 051010, 2007.
identifier.pub.URI
http://dx.doi.org/10.1117/1.2740758
description.abstractField instrumentation is investigated on an in-service highway bridge over a 2-year period. Extrinsic Fabry-Pérot interferometric (EFPI) strain sensors provide a permanent health-monitoring capability. The bridge is a reinforced-concrete (RC) structure that was repaired and strengthened using fiber-reinforced-polymer (FRP) wraps. A sensor network monitors the load-induced strain in the FRP reinforcement and the steel rebar. Colocated electrical resistance strain gauges and a finite element analysis are used for comparison. Both dynamic and static load characteristics are analyzed for a near-capacity truck. The fiber optic measurements are generally consistent with the comparison measurements and the analytical results; and they show no failure or degradation as opposed to the electrical resistance gauges. We demonstrate the implementation and the performance of in situ EFPI sensors in a long-term field environment. Embedded fiber optic sensors can provide the required information for the intelligent management of a transportation infrastructure.
typeArticle - Journal
type.DCMITypetext
rightsThis material is presented to ensure timely dissemination of scholarly and technical work. Copyright and all rights therein are retained by authors or by other copyright holders. All persons copying this information are expected to adhere to the terms and constraints invoked by each author's copyright. In most cases, these works may not be reposted without the explicit permission of the copyright holder.
rightsNo full text allowed
rights.URI
http://spie.org/x1126.xml
relation.isPartOfOptical Engineering
date.available2008-07-31T20:05:36Z
identifier.persist.URI
http://scholarsmine.mst.edu/post_prints/AssessmentOfAnInstrumentedReinforced-Concret_09007dcc8053dd2e.html