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contributor authorJoan R. Casas
contributor authorPaulo J. S. Cruz
date accessioned2017-05-08T21:25:08Z
date available2017-05-08T21:25:08Z
date copyrightNovember 2003
date issued2003
identifier other%28asce%291084-0702%282003%298%3A6%28362%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50702
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.
publisherAmerican Society of Civil Engineers
titleFiber Optic Sensors for Bridge Monitoring
typeJournal Paper
journal volume8
journal issue6
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2003)8:6(362)
treeJournal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 006
contenttypeFulltext


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