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  <title>Distributed sensing for damage localization</title>
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  <namePart>Inaudi, D.</namePart>
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  <publisher>Taylor &amp; Francis</publisher>
  <dateIssued>2012</dateIssued>
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  <languageTerm type="text">English</languageTerm>
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  <title>Bridge Maintenance, Safety, Management, Resilience And Sustainability</title>
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 <note>Structural health monitoring (SHM) is a process aimed at providing accurate and real-time information&#13;
concerning structural condition and performance. Needs for structural health monitoring in the last&#13;
decades ere rapidly increasing, and these needs stimulated developments of new sensing technologies. Distributed&#13;
optical fiber sensing technology has opened new possibility in structural monitoring. Distributed deformation&#13;
sensor (sensing cable) is sensitive at each point of its length to strain and temperature changes and&#13;
cracks. Such a sensor is therefore able to record one-dimensional strain field and can be installed over the&#13;
whole length of the structural members to be monitored (suspension cables, bridge girders, tunnel vaults, dam&#13;
basis, etc.), and therefore provides for integrity monitoring, i.e. for direct detection, characterization (including&#13;
recognition, localization, and quantification or rating), and report of local strain changes. These sensors&#13;
are therefore not only able to measure strain (answering the â€œhow muchâ€ question) but to localize damage&#13;
areas (answering the â€œwhereâ€ questions). This makes them ideal to monitor structure where the location of&#13;
possible damage is a-priori unknown. As an example the sensor can detect and localize a fatigue crack appearing&#13;
on a bridge girder or a leakage in a pipeline. Distributed sensing techniques and components based on&#13;
Brillouin and Raman scattering are briefly introduced and their potential for integrity monitoring is discussed.&#13;
Finally, several large-scale application examples are presented, including crack detection on steel girders, leakage&#13;
detection on pipelines and crack localization in a tunnel.</note>
 <subject authority="">
  <topic>BRIDGE DAMAGE</topic>
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 <classification>624.21(063)</classification>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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