• 제목/요약/키워드: distributed fiber optic sensing

검색결과 27건 처리시간 0.021초

광섬유 센서와 분포형 온도 센싱 시스템을 이용한 실규모 제방 모니터링 실험 (Large-scale Levee Monitoring Experiment Using Fiber-optic Sensor and Distributed Temperature Sensing System)

  • 안명희;배인혁;지운;강준구
    • Ecology and Resilient Infrastructure
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    • 제7권3호
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    • pp.181-188
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    • 2020
  • 본 연구에서는 광섬유를 활용한 온도분포 센싱 방법을 실규모 제방 실험에 적용하여, 제방의 사면과 제체 내부의 변화를 모니터링하는 광역형 제방 모니터링 기술의 적용성을 검토하였다. 실규모 제방에 광섬유를 매립하고 저류지의 수위 변화에 따른 제체 내부의 시간적, 공간적 온도 변화를 측정하였다. 저류지 수위가 증가함에 따라 제방 사면의 온도는 감소하였으며, 침투가 진행되면서는 온도 변화가 나타나는 공간적 위치의 변화가 감지되었다. 제방 침투로 인한 온도 변화는 침투 경과 시간에 따라 차이가 나타났고, 침윤선으로 추정되는 변화를 관찰할 수 있었다. 본 연구를 통해 제방 내부의 온도 변화에 대한 정보는 제방 내부의 상태 변화를 판단하고 상대적으로 취약하다고 판정되는 지점에 대한 정보로 해석될 수 있음을 증명하였다.

Performance evaluation of soil-embedded plastic optical fiber sensors for geotechnical monitoring

  • Zhang, Cheng-Cheng;Zhu, Hong-Hu;Shi, Bin;She, Jun-Kuan;Zhang, Dan
    • Smart Structures and Systems
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    • 제17권2호
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    • pp.297-311
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    • 2016
  • Based on the distributed fiber optic sensing (DFOS) technique, plastic optical fibers (POFs) are attractive candidates to measure deformations of geotechnical structures because they can withstand large strains before rupture. Understanding the mechanical interaction between an embedded POF and the surrounding soil or rock is a necessary step towards establishing an effective POF-based sensing system for geotechnical monitoring. This paper describes a first attempt to evaluate the feasibility of POF-based soil deformation monitoring considering the POF-soil interfacial properties. A series of pullout tests were performed under various confining pressures (CPs) on a jacketed polymethyl methacrylate (PMMA) POF embedded in soil specimens. The test results were interpreted using a fiber-soil interaction model, and were compared with previous test data of silica optical fibers (SOFs). The results showed that the range of CP in this study did not induce plastic deformation of the POF; therefore, the POF-soil and the SOF-soil interfaces had similar behavior. CP was found to play an important role in controlling the fiber-soil interfacial bond and the fiber measurement range. Moreover, an expression was formulated to determine whether a POF would undergo plastic deformation when measuring soil deformation. The plasticity of POF may influence the reliability of measurements, especially for monitored geo-structures whose deformation would alternately increase and decrease. Taken together, these results indicate that in terms of the interfacial parameters studied here the POF is feasible for monitoring soil deformation as long as the plastic deformation issue is carefully addressed.

Delineation of Groundwater and Estimation of Seepage Velocity Using High-Resolution Distributed Fiber-Optic Sensor

  • Chang, Ki-Tae;Pham, Quy-Ngoc
    • 한국지반환경공학회 논문집
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    • 제16권6호
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    • pp.39-43
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    • 2015
  • This study extends the Distributed Temperature Sensing (DTS) application to delineate the saturated zones in shallow sediment and evaluate the groundwater flow in both downward and upward directions. Dry, partially and fully saturated zones and water level in the subsurface can be recognized from this study. High resolution seepage velocity in vertical direction was estimated from the temperature data in the fully saturated zone. By a single profile, water level can be detected and seepage velocity in saturated zone can be estimated. Furthermore, thermal gradient analysis serves as a new technique to verify unsaturated and saturated zones in the subsurface. The vertical seepage velocity distribution in the recognized saturated zone is then analyzed with improvement of Bredehoeft and Papaopulos' model. This new approach provides promising potential in real-time monitoring of groundwater movement.

Performance evaluation of smart prefabricated concrete elements

  • Zonta, Daniele;Pozzi, Matteo;Bursi, Oreste S.
    • Smart Structures and Systems
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    • 제3권4호
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    • pp.475-494
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    • 2007
  • This paper deals with the development of an innovative distributed construction system based on smart prefabricated concrete elements for the real-time condition assessment of civil infrastructure. So far, two reduced-scale prototypes have been produced, each consisting of a $0.2{\times}0.3{\times}5.6$ m RC beam specifically designed for permanent instrumentation with 8 long-gauge Fiber Optic Sensors (FOS) at the lower edge. The sensing system is Fiber Bragg Grating (FBG)-based and can measure finite displacements both static and dynamic with a sample frequency of 625 Hz per channel. The performance of the system underwent validation in the laboratory. The scope of the experiment was to correlate changes in the dynamic response of the beams with different damage scenarios, using a direct modal strain approach. Each specimen was dynamically characterized in the undamaged state and in various damage conditions, simulating different cracking levels and recurrent deterioration scenarios, including cover spalling and corrosion of the reinforcement. The location and the extent of damage are evaluated by calculating damage indices which take account of changes in frequency and in strain-mode-shapes. The outcomes of the experiment demonstrate how the damage distribution detected by the system is fully compatible with the damage extent appraised by inspection.

Structural damage detection by principle component analysis of long-gauge dynamic strains

  • Xia, Q.;Tian, Y.D.;Zhu, X.W.;Xu, D.W.;Zhang, J.
    • Structural Engineering and Mechanics
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    • 제54권2호
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    • pp.379-392
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    • 2015
  • A number of acceleration-based damage detection methods have been developed but they have not been widely applied in engineering practices because the acceleration response is insensitive to minor damage of civil structures. In this article, a damage detection approach using the long-gauge strain sensing technology and the principle component analysis technology is proposed. The Long gauge FBG sensor has its special merit for damage detection by measuring the averaged strain over a long-gauge length, and it can be connected each other to make a distributed sensor network for monitoring the large-scale civil infrastructure. A new damage index is defined by performing the principle component analyses of the long-gauge strains measured from the intact and damaged structures respectively. Advantages of the long gauge sensing and the principle component analysis technologies guarantee the effectiveness for structural damage localization. Examples of a simple supported beam and a steel stringer bridge have been investigated to illustrate the successful applications of the proposed method for structural damage detection.

다이오드 레이저를 이용한 광흡수 농도 계측 기법 (I) (Species Concentration Measurement Using Diode Laser Absorption Spectroscopy (I))

  • 안재현;김용모;김세원
    • 한국연소학회지
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    • 제9권3호
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    • pp.27-35
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    • 2004
  • Diode laser absorption sensors are advantageous because they may provide fast, sensitive, absolute, and selective measurements of species concentration. These systems are very attractive for practical applications owing to its compactness, resonable cost, robustness, and ease of use. In addition, diode lasers are fiber-optic compatible and thus enable simultaneous measurements of multiple species along a line-of-sight. Recent advances of room-temperature, near-IR and visible diode laser sources for telecommunication, optical data storage applications make it possible to be applied for combustion diagnostics based on diode laser absorption spectroscopy. Therefore, combined with fiber-optics and high sensitive detection strategies, compact and portable sensor systems are now appearing for variety of applications. The objectives of this research are to develope a new gas sensing system and to verify feasibility of this system. Wavelength and power characteristics as a function of injection current and temperature are experimentally found out. Direct absorption spectroscopy has been demonstrated in these experiments and has a bright prospect to this diode laser system.

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이종 광섬유 센서 데이터 융합을 통한 변형률 정확도 향상 기법 (Multi-fidelity Data-fusion for Improving Strain accuracy using Optical Fiber Sensors)

  • 박영수;진승섭;유철환;김성태;박영환
    • 대한토목학회논문집
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    • 제40권6호
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    • pp.547-553
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    • 2020
  • 노후화 시설물의 증가에 따라 선제적 유지관리의 중요성은 점차 증대되고 있다. 선제적 유지관리는 시설물의 응답 계측으로부터 시작되기 때문에 높은 정밀도를 가지는 응답을 획득하는 것이 중요하다. 국부적인 응답 중 변형률은 균열 감지 및 피로 진전 예측 등에 활용가능하다. 변형률 센서는 크게 이산형 및 분포형 센서로 구분된다. 이산형 센서의 대표적인 예가 광섬유 브래그 격자(FBG)와 전기 저항식 게이지이다. 이산형 센서는 높은 정확성과 재현성(고 정밀)을 가지지만, 측정점이 제한된다는 한계를 가진다. 브릴루앙 산란 기반 광섬유 변형률 계측 시스템 중 하나인 Brillouin Optical Correlation Domain Analysis (BOCDA)은 대표적인 분포형 센서이며, 5 cm 라는 높은 공간 분해능을 가진다. BOCDA는 투영된 광원에서 발생하는 산란파를 이용하여 광섬유 전 구간의 변형률을 계측한다. 측정점이 많아지는 장점이 있으나, 이산형 센서에 낮은 정확도와 재현성을 가진다. 본 연구에서는 고 정밀 데이터(이산형 센서)와 저 정밀 데이터(분포형 센서) 각각의 장점을 융합하는 후처리 기법을 제안하였으며, 이에 대한 가능성을 검증 실험을 통해 확인했다.