• Title/Summary/Keyword: partially stripped fiber

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Monitoring System For The Subway Structures Using Prestrained FBG Sensors Fixed With Partially Stripped Fibers (부분탈피 고정방식 프리스트레인 가변형 광섬유격자센서를 이용한 지하철 구조물 변위 모니터링시스템)

  • Kim, Ki-Soo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.21 no.6
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    • pp.607-613
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    • 2008
  • A monitoring system for the subway structures using prestrained FBG sensors fixed with partially stripped fibers was developed. The sensor packages had pre-strain controllable fixtures. Tensile and compressive strain of the structure could be measured without slip. The FBG sensor system was applied to the concrete lining structure in Taegu subway. Near the structure, the narrow tunnel construction, for the electric power cables and telecommunication cables, started. We wanted to measure the deformations of the subway structures due to the construction by the FBG sensor. The applied sensors had the gauge length of 1 meter to overcome the inhomogeneity of the concrete material with enough length. In order to fix tightly to the structure, the partially stripped parts of the sensor glued to the package and slip phenomenon between fiber and acrylate jacket was prevented. Prestrain of the sensor was imposed by controlling the two fixed points with bolts and nuts in order to measure compressive strain as well as tensile strain. The behavior of subway lining structure could be monitored very well.

1Monitoring system for the subway structures using pre-strain controllable FBG sensors (프리스트레인 가변형 광섬유센서를 이용한 지하철 구조 모니터링시스템)

  • Kim, Ki-Soo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.09a
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    • pp.700-709
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    • 2009
  • FBG sensor system is applied to the concrete lining structure in Taegu subway. Near the structure, the power cable tunnel construction started. We wanted to measure the deformation of the structure due to the construction by the FBG sensor. The applied sensor has the gauge length of 1 meter to overcome the inhomogeneity of the concrete material with enough length. In order to fix tightly to the structure, the partially stripped parts of the sensor glued to the package and slip phenomenon between fiber and acrylate jacket was prevented. Prestrain of the sensor was imposed by controlling the two fixed points with bolts and nuts in order to measure compressive strain as well as tensile strain. The behavior of subway lining structure could be monitored very well.

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Fixation Method of Prestressed Fiber Optic Sensor (광섬유센서의 프리스트레인 부가 고정방식)

  • Kim, Ki-Soo
    • Composites Research
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    • v.25 no.6
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    • pp.211-216
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    • 2012
  • FBG sensor peaks could be split due to polarization by shear strain, when the fiber optic sensors embedded or attached to the structure. For the fiber optic sensor packages, sensor grating has to be protected from shear strains. Also, pretension has to be applied to the sensor because compressive strain must be measured. Without pretension of sensor, the sensor does not show any change of signal until it is stretched. In order to mesure compressive and tensile strains, two fixing point and prestressed sensor need. In the fixing point, just holding the optical fiber cause slip between core and cladding in the fiber. A Fixation method of prestressed FBG sensors fixed with partially stripped fibers was developed. The sensor package has the prestress controllable fixtures at the fixing points. Prestress to the sensor imposed by controlling the two fixed points with bolts and nuts make it easy to measure compressive strain as well as tensile strain. The fiber optic sensor packages applied to the actual structure and the structural monitoring system using the package can be applied to safety through surveillance.

Measurement of compressive and tensile strain in concrete structure with FBG sensor fixture (광섬유격자센서의 콘크리트구조물에의 고정과 압축 및 인장 변형의 측정)

  • Kim, Ki-Soo;Kim, Young-Jin;Moon, Dae-Jung;Kim, Seong-Woon
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.149-152
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    • 2008
  • FBG sensor system is applied to the concrete lining structure in Taegu subway. Near the structure, the power cable tunnel construction started. We wanted to measure the deformation of the structure due to the construction by the FBG sensor. The applied sensor has the gauge length of 1 meter to overcome the inhomogeneity of the concrete material with enough length. In order to fix tightly to the structure, the partially stripped parts of the sensor glued to the package and slip phenomenon between fiber and acrylate jacket was prevented. Prestrain of the sensor was imposed by controlling the two fixed points with bolts and nuts in order to measure compressive strain as well as tensile strain. The behavior of subway lining structure could be monitored very well

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