• Title/Summary/Keyword: multiplexed optical measurement

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Fiber-Optic Interferometric Sensor System for Remote Sensing and Its Application to Pressure Sensing (원격 측정을 위한 간섭형 광섬유 센서 시스템과 그의 압력 센서 응용)

  • Yeh, Yun-Hae;Jung, Hwan-Soo;Lah, Doh-Sung
    • Journal of Sensor Science and Technology
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    • v.6 no.3
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    • pp.172-179
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    • 1997
  • This paper describes a multiplexed-multivariate fiber-optic interferometric sensor system with remote sensing capability. Signal processor of the implemented sensor system is designed as a digital fringe counter that is well adapted to the signal processing of the remote fiber-optic Fabry-Perot interferometric sensor array. By summing up the reported optical data of the optical fiber, a guideline for choosing the optical effect suitable for a specific measurand is presented. As an example, a pressure sensing device that utilizes the strain-optic effect of the optical fiber by attaching it onto a stainless steel diaphragm of which diameter is 4.3 cm, is built and attached to the sensor system. The changes in optical phase difference of the fiber-optic Fabry-Perot interferometric press ure sensor while filling a water tank 2 meters high, was counted by the half-fringe counting signal processor. Test results showed that the measurement error is less than ${\pm}3.6\;cm$ over the measured range of 2 meters.

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Measurement of Pile Load Transfer Using Fiber Bragg Grating Sensor (광섬유 격자소자에 의한 말뚝의 하중전이 측정)

  • 오정호;이원제;이상배;이우진
    • Journal of the Korean Geotechnical Society
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    • v.16 no.4
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    • pp.201-208
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    • 2000
  • Axial load distribution in model piles was measured by fiber Bragg Grating(FBG) sensor to investigate a possibility of analyzing the load transfer mechanism by Fiber Optic sensor system. Since FBGs of different wave lengths can be multiplexed in an optical fiber, the installation of sensor system and the measurement of strains are relatively simple, compared with consisting strain gages. In this study, FBG sensors and electric strain gages were embedded in the same piles and the distributions of load transfer by two sensor systems were measured. It was observed from the test results that the variations of axial load by both systems showed insignificant difference and that the measurements by FBG were smoother than those by strain gage. Under the environments of laboratory testing, survival rate of embedded FBG system was higher than that of strain gage. Therefore, it was concluded that the use of FBG sensor has a great potential for the measurement of load transfer for pile foundation.

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