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dc.contributor.authorJoan R. Casas
dc.contributor.authorPaulo J. S. Cruz
dc.date.accessioned2017-05-08T21:25:08Z
dc.date.available2017-05-08T21:25:08Z
dc.date.copyrightNovember 2003
dc.date.issued2003
dc.identifier.other%28asce%291084-0702%282003%298%3A6%28362%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50702
dc.description.abstractAdvances in the production of optical fibers made possible the recent development of innovative sensing systems for the health monitoring of civil structures. The main reasons for this development are the reduced weight and dimensions of fiber optic sensors, the strong immunity to electromagnetic interference, the improved environmental resistance and the scale flexibility for small-gauge and long-gauge measurements. These systems can provide high-resolution and measurement capabilities that are not feasible with conventional technologies. In addition, they can be manufactured at a low cost and they offer a number of key advantages, including the ability to multiplex an appreciable number of sensors along a single fiber and interrogate such systems over large distances. For these reasons, it is evident that fiber optic sensors will change the instrumentation industry in the same way fiber optics has revolutionized communications. This paper provides an overview of the intensity modulated and spectrometric fiber optic sensors and techniques to assess the condition of existing structures in order to enhance the durability of the new bridges, increasing lifetime and reliability and decreasing maintenance activities. Application of these sensors to monitoring strain, temperature, inclination, acceleration, load measurements, ice detection, vehicles speeds and weights, and corrosion and cracking of reinforced and prestressed concrete structures will be described.
dc.publisherAmerican Society of Civil Engineers
dc.titleFiber Optic Sensors for Bridge Monitoring
dc.typeJournal Paper
dc.journal.volume8
dc.journal.issue6
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2003)8:6(362)
dc.treeJournal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 006
dc.contenttypeFulltext


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