• Title/Summary/Keyword: 스트레인 게이기

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Development of a strain gage with a temperature compensator for hull stress measurement (온도보상기를 갖는 선체응력 계측용 스트레인 게이지의 개발)

  • 하윤수;류길수;박석주;박석배
    • Journal of the Korean Institute of Navigation
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    • v.21 no.3
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    • pp.49-54
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    • 1997
  • It is very important to measure and monitor hull stress which is caused by a buoyant force and a weight of cargo for safety of ship. However, an exact measurement of hul stress, using the traditional strain gage which is made of metal or semiconductor, is very difficult, because a ship would be exposed by the severe temperature environment of $-20 ^{\circ}C$ to $80 ^{\circ}C$. This paper propose a new concept strain gage which can improve accuracy and compensage effectively affects due to temperature. The strain gage is consists of two parts. One is the Hull Deformation Amplifier which introuce several lever and link system, and another is a transducer converting distance into voltage signal. The HDA measure the amount of deformation and amplify it. And a lever and link system of the HDA is introduced for compensating temperature deformation by installing in perpendicular direction without stress. This paper also reports on the results of the experiments to verify linearity of the strain gage.

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A Study on Monitoring of Floating Structure using Fiber Optic Sensor (광섬유 센서를 이용한 플로팅구조물의 모니터링에 관한 연구)

  • Han, Min-Bae;Jung, Keun-Hoo;Song, Hwa-Cheol;Park, Da-Hye;Park, Soo-Yong;Sohn, Kyung-Rak
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.199-202
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    • 2011
  • 플로팅구조물은 열악한 해양환경상태에 있기 때문에 구조물응답에 대한 실시간 모니터링 기술을 적용하여 구조안전성을 확보해야 한다. 특히 기존의 전기 저항식 스트레인 게이지 단점을 극복한 광섬유 센서를 이용하여 실시간 모니터링 시스템 개발에 관한 연구가 필요하다. 본 논문에서는 플로팅구조물의 축소 모델에 광섬유 센서 중 하나인 FBG센서를 부착하고 실험용 수조에 설치하여 광학 스펙트럼 분석기를 통해 중심파장을 측정한 후 변형률을 계산하였다. 또한 유한요소 모델을 유한요소 해석 프로그램인 ABAQUS를 사용하여 모델링하고 유한요소 해석을 통해 변형률을 출력하고 실험결과와 해석 결과를 비교하여 광섬유 센서를 이용한 플로팅구조물의 실시간 모니터링을 위한 기초자료를 제공하고자 한다.

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Strength Experimets on Head and Cooling Channel Specimens of a Preburner (예연소기 헤드 및 냉각채널 시편 강도 시험)

  • Yoo, Jae-Han;Moon, In-Sang;Lee, Soo-Yong
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2010.11a
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    • pp.636-641
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    • 2010
  • A preburner for the staged combustion in the high performance liquid rocket engine is being developed and strength experiments and finite element analyses on specimens, which simulate the brazing joint of the preburner, were performed and the results were compared. One specimen simulate the joints near oxygen injectors of head by the funance brazing and two specimens the joints of the combustion chamber cooling channel by vacuum brazing. The experiments were burst ones with strain gauges.

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Processing and Pressure Test of Filament Wound Composite Pressure Vessels for Oxygen Tanks (복합재료 산소 압력용기의 성형 및 내압 시험)

  • 황병선;김병하;김병선;박승범;엄문광
    • Composites Research
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    • v.14 no.3
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    • pp.10-17
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    • 2001
  • A reseach was peformed to develop composite pressure vessels in conjunction with design, fabrication, and test. Fiber pattern and angels were decided by CADFIL software and they were [$liner/15^{\circ}/15^{\circ}/90^{\circ}/18^{\circ}/90^{\circ}/21^{\circ}/21^{\circ}/90^{\circ}$]. Fabrication of bottles were done by 5-axis filament winding machine. During fabrication fiber optic sensors were embedded to measure the strain at points when internal pressure was applied by water pump. Conventional strain gage instrumentation showed the stable test results. The test results were compared to finite element analysis results and they were close each other in strain values. One can see the successful design and fabrication of single boss composite vessels.

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Development of a Soil Hardness Meter with Strain Gages (스트레인 게이지를 이용(利用)한 토양(土壤) 경도계(硬度計)의 개발(開發) (I))

  • Kim, Tae Han;Lee, Ki Myung;Jang, Ik Joo
    • Current Research on Agriculture and Life Sciences
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    • v.1
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    • pp.95-100
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    • 1983
  • A soil hardness meter with strain gages was developed in order to measure the hardness of the soil. Soil hardness tests were conducted at the laboratory based on this measuring system. Also, these results were compard with that from the cone penetrometer which is widely used for this purpose. The following conclusions were drawn from the results. 1. Since the correlation coefficient of calibration curve obtained from the soil hardness meter with strain gages was 0.99876 and that of calibration curve obtained from the cone penetrometer with dial gage was 0.97150, the soil hardness meter with strain gages was more recomendable than that with dial gage for this purpose. 2. Standard deviations of soil hardness for sands and soil of paddy field when the soil hardness meter with strain gages was used were 6.794 and 8.271, respectively and that of soil hardness for sands and soil of paddy field when the cone penetrometer with dial gage was used were 7.490 and 9.169, respectively. Thus, the soil hardness meter with strain gages seemed to have lower measuring error than with dial gage.

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Vibration Exciter Design for Flow Resonance with a Displacement Estimator Using Strain Gage (스트레인 게이지 변위추정 센서를 사용한 유동공진 가진기 설계)

  • Nam, Yun-Su;Choe, Jae-Hyeok;Gang, Byeong-Ha
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.26 no.9
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    • pp.1874-1881
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    • 2002
  • Heat dissipation technology using the flow resonant phenomenon is a kind of a new concept in the heat transfer area. A vibration exciter is needed to enhance air flow mixing which has the natural shedding frequency of thermal system. A mechanical vibrating device for the air flow oscillation is introduced, which is driven by a moving coil actuator with a displacement estimator using strain gage. An analytical dynamic model for this mechanical vibration exciter is presented and its validity is checked by the comparison with experimental data. Values of some unknown system parameters in the analytic model are estimated through the system identification approach. Based on this mathematical model, the vibration exciter using strain displacement estimator is developed. During the experimental verification phase, it turns out the high modal resonant characteristics of a vibrating plate are a major barrier against obtaining a high bandwidth vibration exciter.

Simultaneous Sensing of Failure and Strain in Composites Using Optical Fiber Sensors (광섬유 센서를 이용한 복합재의 파손 및 번형률 동시 측정)

  • 방형준;강현규;홍창선;김천곤
    • Composites Research
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    • v.14 no.5
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    • pp.12-19
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    • 2001
  • In aircraft composite structures, structural defects such as matrix cracks, delaminations and fiber breakages are hard to detect if they are breaking out in operating condition. Therefore, to assure the structural integrity, it is desirable to perform the real-time health monitoring of the structures. In this study, a fiber optic sensor was applied to the composite beams to monitor failure and strain in real-time. To detect the failure signal and strain simultaneously, laser diode and ASE broadband source were applied in a single EFPI sensor using wavelength division multiplexer. Short time courier transform and wavelet transform were used to characterize the failure signal and to determine the moment of failure. And the strain measured by AEFPI was compared with the that of strain gage. From the result of the tensile test, strain measured by the AEFPI agreed with the value of electric strain gage and the failure detection system could detect the moment of failure with high sensitivity to recognize the onset of micro-crack failure signal.

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The behavior of a Cut Slope Stabilized by Use of Piles during Heavy Rain (억지말뚝으로 보강된 절개사면의 강우시 거동)

  • Han, Jung-Geun;Hong, Won-Pyo;Sin, Min-Ho
    • Geotechnical Engineering
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    • v.12 no.1
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    • pp.35-46
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    • 1996
  • An instrumentation system is designed to observe the behavior of slope soil and stabilizing piles during heavy rains. Inclinometers, standpipe piezometers and strain gages are installed into a cut slope reinforced by a row .of piles for an apartment. The horizontal deflection and bending stress developed on the piles can be measured, respectively, by the inclinometers and strain gages installed in piles, while the horizontal deformation of the slope soil can be measured by the inclinometer installed in the soil across the open space between piles. The groundwater level doss not grow so sensitively during heavy rain. The behavior of piles and slope is 서footed by the wetting front, since the driving force of slope increases with the weight of slope soil above the wetting front. The stabilizing piles and the slope soil show elastic behavior during heavy rain.

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A STUDY ON THE POLYMERIZATION SHRINKAGE OF COMPOSITE RESIN ACCORDING TO VARIOUS LIGHT-CURING METHODS (광조사 방법에 따른 복합레진의 중합수축에 관한 연구)

  • Kwon, Oh-Jin;Kim, Jong-Soo;Kwon, Soon-Won
    • Journal of the korean academy of Pediatric Dentistry
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    • v.30 no.1
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    • pp.102-109
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    • 2003
  • The purpose of this study was to evaluate the linear polymerization shrinkage(%) and microhardness of composite resin(Z-100, 3M, USA) according to 2-step light curing method. Conventional light curing unit(Curing Light 2500, 3M USA) and 2-step light curing unit(Elipar Highlight, ESPE, Germany) were used as light source. The strain gauge method was used for determination of polymerization shrinkage(%). Samples were divided by 3 groups according to light curing methods (Group I : $450mW/cm^2$, 40sec, Group II : $650mW/cm^2$, 40sec, Group III : $150mW/cm^2$, 10sec & $650mW/cm^2$, 30sec). Preparations of acrylic molds were followed by filling and curing. Strain gauges attached to each sample were connected to a strainmeter. Measurements were recorded at each second for the total of 10 minutes including the periods of light application. And microhardness of each group after 24hours from light irradiation were measured. Obtained data were analyzed statistically using Ore-way ANOVA and/or Scheffe test. The results of the present study can be summarized as follows: 1. Composite resin in acrylic molds showed the initial expansion at the early phase of polymerization. This was followed by the contraction with the rapid increase in volume during the first 60 seconds and gradually diminished as curing process continued. 2. The lowest linear polymerization shrinkage(%) was found in group III followed by group I, II during the measuring periods. 3. Group III using 2-step curing method showed statistically significant reduction of linear polymerization shrinkage(%) compared with group I, II at 1 minute and 10 minutes from light irradiation(p<0.05). 4. The microhardness values of each group not revealed significant difference.

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Actuation Performance of LIPCA and bare PZT at Active Vibration Control of a Cantilever Beam (압전 복합재료 작동기 LIPCA와 단일 PZT의 보 진동 제어 성능 비교)

  • ;Gu, Nam-Seo;Park, Hun-Cheol;Lee, Yeong-Jae;Yun, Gwang-Jun
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.34 no.3
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    • pp.60-66
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    • 2006
  • The purpose of this paper is to evaluate potential application of Lightweight Piezo-composite Actuator (LIPCA) to suppress vibrations of structures. The LIPCA, consisting of a piezoelectric layer, a carbon/epoxy layer and glass/epoxy layers, has advantages in terms of high performance, durability and reliability, compared to the bare piezoelectric ceramic (PZT) actuator. We performed two kinds of experiments on static actuation and active vibration suppression to investigate the actuation performances of the LIPCA and the bare PZT. We attached the actuator on one side and a strain gage on the other side of an aluminum beam. In the static actuation test, we evaluated the performance by comparing equivalent actuation moments of the LIPCA and the bare PZT due to the applied voltage. In the active vibration control test, control signals were generated to suppress the vibration of the beam by the PID control algorithm based on the measured strain signals. The performances were estimated based on settling times of the strain responses. It can be concluded that the LIPCA has better actuation performances than the bare PZT in active control of free vibration as well as static actuation.