• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 추계 학술발표회
• /
• pp.587-597
• /
• 2010

Analysis of the behavior of a laterally loaded pile is important in the design of critical civil structures. Recently, the electric strain gauge has been widely used to measure the strains along the pile. The electric strain gauge, due to lack of durability, is inappropriate in the use of long-term measurements. Herein, the feasibility of implementing the FBG sensor was investigated using a cantilever-type calibrator in laboratory. A special calibrating tool called "cantilever-calibrator" was used to calibrate the FBG sensors. The calibrator consists of a special calibration beam, a holding-clamp at one end of the beam, and a micrometer on the other end. Three FBG sensors were installed on the calibration beam. The strains measured by FBG sensors were compared with those calculated theoretically using cantilever beam theory. The calibration factor of FBG sensors were suggested to compensate the difference between measured and calculate strains.

• 한국표면공학회지
• /
• 제29권5호
• /
• pp.459-466
• /
• 1996

A great amount of effort has been devoted to the constant improvement of such basic performance as dirvability, safety and enviromental protection. As a result, the total combination of various technologies has made it possible to produce safer and more comfortable automobiles. Among these technologies, plasma and thin film techniques are mainly cocerned with sensors, optics, electronics and surface modification. This paper first describes a concept of thin film processing in materials synthesis for sensors based on particle-surface interaction during deposition to provide a long life sensor applicable to sutomobiles. Some examples of parctical application of thin films to sensors are then given. These include(1) a thin films strain gauge for gravity sensors, (2) a giant magneto resistance film for speen sensors, and (3) a Magneto-impedance sensors fordetection of low magnetic field. Further progress of sophisticated thin film technology must be considered in detail to explore advanced thin film materials science and to ensure the field reliability of future sensor devices for automobile.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2003년도 추계학술대회 논문집(II)
• /
• pp.483-488
• /
• 2003

Calibration and gauge factor readjustment process made for the health monitoring system installed in the railway bridges is reviewed and some findings are explained in this study: specifically, the calibrators made for this purpose are illustrated and the regression processes of the calibration on long-term displacement using water level sensor, longitudinal displacement using LVDT sensor, instantaneous displacement using LVDT sensors and accelerometer are described in details. Based on the regression results, new gauge factors are obtained from regression equation and another verification is made by performing another calibration again with new factors. From the second calibration, it was found that the suggested regression curves and their factors are appropriate and much better results are expected. Future work will be concentrated on the long-term analysis of the measurement data and on the database structures so that the assessment of the structure such as damage detection and remaining life estimation is possible.

• 제어로봇시스템학회:학술대회논문집
• /
• 제어로봇시스템학회 2001년도 ICCAS
• /
• pp.41.6-41
• /
• 2001

As autonomous mobile robot become more widely used in industry, the importance of navigation system is rising, But eh primary method of locomotion is with wheels, which cause man problems in controlling tracked mobile robots. In this paper, we discuss the used navigation control of tracked mobile robots with multiple sensors. The multiple sensors are composed of ultrasonic wave sensors and vision sensors. Vision sensors gauge distance using a laser and create visual images, to estimate robot position. The 80196 is used at close range and the vision board is used at long range. Data is managed in the main PC and management is distributed to ever sensor. The controller employs fuzzy logic.

• 대한원격탐사학회지
• /
• 제35권5_2호
• /
• pp.831-840
• /
• 2019

최근 장대교량의 경간장이 길어지면서 주탑간 거리(span)가 기존의 한계를 넘는 교량에 대해 초장대교량이라는 개념이 새롭게 제시되었다. 또한 장대교량의 구조가 복잡해지고, 안전성이 중요해지면서 시공 중 계측의 필요성이 더욱 커졌다. 하지만 장대교량에 기존 계측센서를 지속적으로 적용하는 데는 한계가 있다. 이에 기존 계측센서들의 한계를 보완하고자 위성항법시스템(GNSS: Global Navigation Satellite System)을 활용하기 위한 연구가 진행되고 있다. 본 연구는 최종적으로 2축경사계, 변형률계, 풍향풍속계와 GNSS를 혼용하여 초장대현수교의 거동 특성을 파악하고, 세부 모니터링 방법을 제시하고자 하였다. 이를 위해 GNSS를 이용하여 주탑의 절대좌표와 교축진행방향을 산출하였고, 장기거동을 분석하여 시공 직후 주탑의 영구 변위와 안정화 여부를 평가하였다. 또한 풍향이 대상교량의 거동에 미치는 영향을 수치적으로 나타냈으며, 이를 통해 대상교량의 거동특성을 분석하였다. 본 연구 결과, GNSS를 활용한 교량 계측은 분석 목적에 따라 데이터 처리가 용이한 것으로 나타났다. 또한, 초장대교량의 유지관리에 있어 기존의 계측센서와 GNSS을 활용한다면 각 계측 데이터의 오차 파악 및 보정을 통한 모니터링 시스템의 개선과 정확한 변위관측, 그리고 거동특성을 함께 파악하는 효과적인 모니터링 시스템을 구축 할 수 있다는 점을 확인할 수 있었다.

• Smart Structures and Systems
• /
• 제13권6호
• /
• pp.943-957
• /
• 2014

When subjected to fatigue loading, the main failure mode of partially prestressed concrete (PPC) structure is the fatigue fracture of tensile reinforcement. Therefore, monitoring and evaluation of the steel stresses/strains in the structure are essential issues for structural design and healthy assessment. The current study experimentally investigates the possibility of using fiber Bragg grating (FBG) sensors to measure the steel strains in PPC beams in the process of fatigue loading. Six full-scale post-tensioned PPC beams were exposed to fatigue loading. Within the beams, the FBG and resistance strain gauge (RSG) sensors were independently bonded onto the surface of tensile reinforcements. A good agreement was found between the recorded results from the two different sensors. Moreover, FBG sensors show relatively good resistance to fatigue loading compared with RSG sensors, indicating that FBG sensors possess the capability for long-term health monitoring of the tensile reinforcement in PPC structures. Apart from the above findings, it can also be found that during the fatigue loading, there is stress redistribution between prestressed and non-prestressed reinforcements, and the residual strain emerges in the non-prestressed reinforcement. This phenomenon can bring about an increase of the steel stress in the non-prestressed reinforcement.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
• /
• pp.393-398
• /
• 2008

With the substantial increase of the size of structure, management and monitoring of excavation for the foundation construction becomes more difficult. Therefore, massive collapses which are related to retaining wall recently increase. However, since the study on measuring and monitoring the pre-stressing force of anchor is insufficient, behavior of anchor may not be predicted and monitored appropriately by the existing strain gauge type monitoring system. FBG Sensor, which is smaller than strain gauge and has better durability and does not have a noise from electromagnetic waves, was adapted to develope a smart anchor. A series of pullout tests were performed to verify the feasibility of smart anchor and find out the load transfer mechanism around the steel wire fixed to rock with grout.

• Structural Monitoring and Maintenance
• /
• 제10권3호
• /
• pp.261-281
• /
• 2023

Magnetic flux sensors are commonly used in monitoring the cable force, but the application of the sensors in large diameter non-closed Galfan cables, as those adopted in Yueqing Gymnasium which is located in Yueqing City, Zhejiang Province, China and is the largest span hybrid space structure in the world, is seldom done in engineering. Based on the construction of Yueqing Gymnasium, this paper studies the cable tension monitoring using the magnetic flux method across two stages, namely, the pre-calibration stage before the cable leaves the rigging factory and the field tension formation stage of the cable system. In the pre-calibration stage in the cable factory, a series of 1:1 full-scale comparative tests were carried out to study the feasibility and relability of this kind of monitoring method, and the influence on the monitoring results of charging and discharging voltage, sensor location, cable diameter and fitting method were also studied. Some meaningful conclusions were obtained. On this basis, the real-time cable tension monitoring system of the structure based on the magnetic flux method is established. During the construction process, the monitoring results of the cables are in good agreement with the data of the on-site pressure gauge.The work of this paper will provide a useful reference for cable force monitoring in the construction process of long-span spatial structures.

• 대한전자공학회논문지SD
• /
• 제41권3호
• /
• pp.39-44
• /
• 2004

광섬유 브래그 격자 센서는 광섬유의 코어의 굴절률 변조에 의해서 제작되며, 이 센서는 외부의 스트레인에 따라 브래그 파장이 변화하게 된다. 본 논문에서는 광섬유 브래그 격자 센서를 파장 영역에서 신호처리 할 수 있는 방법에 대하여 연구하였다. SLD와 F-P 필터로 구성된 sweep 반도체 광원과 F P 필터내의 PZT의 히스테리시스 특성을 보상하기 위한 에탈론 필터와 장기 계측을 위해 절대 파장 기준으로 온도 안정된 광섬유 브래그 격자를 사용하였다. 콘크리트 흄관에서 FBG 센서의 스트레인 응답 특성을 전기저항 센서와 비교하였다. 그리고 광섬유 격자 센서를 이용하여 장거리 변위의 측정 가능성을 확인하였다.

• 감성과학
• /
• 제22권1호
• /
• pp.89-100
• /
• 2019

본 연구에서는 수면무호흡증이 다양한 합병증을 유발하는 질병으로서, 이를 위한 표준화된 수면다원검사가 고가이며 측정이 불편함을 고려하여, 환자가 익숙한 환경에서 검사를 받을 수 있도록 스트레치 섬유센서를 이용한 무구속 상태의 웨어러블 모니터링 시스템을 개발하고자 한다. 또한, 의복과 일체화된 디자인으로 제품화하여 그 유용성을 제안하고자 한다. 성인 남성용 롱 슬리브 티셔츠 형태로 착용형 수면무호흡 모니터링 스마트 의류를 개발하여, 수면무호흡 진단 지표 중 섬유형 센서를 기반으로 측정하는 호흡수(breathing rate)측정용 섬유센서, 산소포화도(oxygen saturation), 호흡기류(airflow)를 실시간 측정하였다. 최적의 조합비 샘플 4가지를 통한 gauge factor를 측정한 결과, gauge factor 20.3을 확인하였고, 3회 숨을 크게 내쉴 때 호흡유량이 최대 2048ml였다. 산소포화도 69.45%로 최소 측정 가능 산소포화도 70% 정도의 결과를 나타내었다. 세탁 후 인장에 따른 센서 성능 평가 결과는 전체적으로 gauge factor 18 수준의 값으로, 세탁에 대한 내구성이 입증되었다. 본 연구를 통하여 수면무호흡증 환자의 수면효율이 떨어지고 여러 합병증을 동반하는 문제에 대해, 가정에서 쉽게 사용할 수 있는 착용형 수면무호흡 모니터링 스마트 의류를 개발하여 호흡수, 호흡유량, 산소포화도의 3가지 지표를 측정 가능함을 확인하였다.