• Title/Summary/Keyword: Dynamic Pressure Sensor

검색결과 85건 처리시간 0.02초

받음각을 갖는 평판보의 유동 여기진동에 관한 연구 (A Study on Flow Induced Vibration of Cantilever Plate with Angle of Attack)

  • 이기백;손창민;김봉환
    • 대한기계학회논문집
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    • 제15권6호
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    • pp.1919-1932
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    • 1991
  • 본 연구에서는 고강도 알루미늄 합금으로 제작된 평판보의 받음각(.alpha.)를 10˚ 에서 30˚까지 10˚씩 변화시킨 3가지의 모델에 대해, 각 모델의 Re$_{d}$수 변화에 대한 후류의 스펙트럼분석, 레이저 도플러 유속계(laser doppler velocimetry)를 이용 한 유동장 해석 및 평판보의 응답을 실험을 통해 조사, 분석하고 유동장과 측정이 용 이하지 않은 얇은 평판주위의 압력분포에 대한 전산해석을 수행함으로써 유동 여기진 동 구조의 규명을 시도하였다.다.

Design and Analysis of High-Speed Unmanned Aerial Vehicle Ground Directional Rectifying Control System

  • Yin, Qiaozhi;Nie, Hong;Wei, Xiaohui;Xu, Kui
    • International Journal of Aeronautical and Space Sciences
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    • 제18권4호
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    • pp.623-640
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    • 2017
  • The full nonlinear equations of an unmanned aerial vehicle ground taxiing mathematical dynamic model are built based on a type of unmanned aerial vehicle data in LMS Virtual.Lab Motion. The flexible landing gear model is considered to make the aircraft ground motion more accurate. The electric braking control system is established in MATLAB/Simulink and the experiment of it verifies that the electric braking model with the pressure sensor is fitted well with the actual braking mechanism and it ensures the braking response speediness. The direction rectification control law combining the differential brake and the rudder with 30% anti-skid brake is built to improve the directional stability. Two other rectifying control laws are demonstrated to compare with the designed control law to verify that the designed control is of high directional stability and high braking efficiency. The lateral displacement increases by 445.45% with poor rectification performance under the only rudder rectifying control relative to the designed control law. The braking distance rises by 36m and the braking frequency increases by 85.71% under the control law without anti-skid brake. Different landing conditions are simulated to verify the good robustness of the designed rectifying control.

수중탐사용 호버링 무인잠수정 NOAH의 테스트베드 개발 (Development of Hovering AUV 'NOAH' Test-bed for Underwater Explorations)

  • 변승우;김준영
    • 한국산학기술학회논문지
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    • 제11권2호
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    • pp.414-419
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    • 2010
  • 본 논문은 호버링 무인잠수정 'NOAH'의 설계과정을 언급하였고 그 성능을 확인하기 위한 수학모델을 정립하고 실험을 실시하였다. 시뮬레이션과 수조실험을 통해 성능을 검증하였으며, 무인잠수정 NOAH의 설계목표인 자세 및 위치제어를 위한 기본실험을 실시하였다. 설계된 무인잠수정은 일반적인 ROV형태의 외형을 갖고 있으며, 이러한 외형은 NOAH의 제작목적에 따라 다양한 장비를 설치하여 실험하기가 용이하며 크기는 $0.75m{\times}0.5m{\times}0.5m$이다. 추진을 위한 450watt의 용량을 갖는 4개의 추진기가 주행방향, 횡방향, 수직방향으로 설치되어져 있고 수심을 측정하기 위한 압력센서와 방향각을 측정하기 위한 자력컴파스가 설치되었다. 잠수정의 주행을 제어하기 위해 펜티엄 III의 소형 온보드 컴퓨터에 운영체제는 윈도우 XP를 탑재하였다. 제작된 호버링 무인잠수정 NOAH는 다양한 환경에서 여러 가지 제어알고리즘을 적용하여 성능을 개선하고 실험을 하기 위한 테스트베드로 운영된다.

진동 방사음을 이용한 터보차져 휠 동특성 시험에 대한 고찰 (Study on the Modal Test for a Turbocharger Wheel Using Vibro-acoustic Responses)

  • 이형일;이덕영;박호일
    • 한국자동차공학회논문집
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    • 제19권3호
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    • pp.29-37
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    • 2011
  • The modal characteristics of a compressor wheel of an automotive turbocharger have been investigated using an experimental method based on an acoustic frequency response function, p/f(${\omega}$), where p is sound pressure radiated from a structure, and f is impact force. First, a well-defined annular disc with narrow radial slots was examined to check whether the vibro-acoustic test could precisely determine natural quencies and vibration modes of structures showing that the vibro-acoustic test proposed in this paper was comparable to the conventional modal test with an accelerometer and the numerical analysis. The conventional method has been found to be inappropriate for compressor wheel because of additional mass due to the accelerometer and additional damping from the accelerometer cable alter the dynamic responses of the wheel blades. odal characteristics of the wheel have been defined using vibro-acoustic test and verified with the results from another conventional method using a laser vibrometer. Natural quencies and mode shapes of a turbocharger wheel, which can't be precisely obtained with onventional method, could be defined accurately without the additional effects from sensor and cable. Proposed method can be applied to small structures where conventional sensors and cables could generate troubles.

광섬유 센서를 이용한 온도 및 변형 모니터링에 대한 현장응용 사례 (Case Studies on Distributed Temperature and Strain Sensing(DTSS) by using an Optical fiber)

  • 김중열;김유성;이성욱;민경주;박동수;방기성;김강식
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.86-95
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    • 2006
  • Brillouin backscatter is a type of reflection that occurs when light is shone into an optical fibre. Brillouin reflections are very sensitive to changes in the fibre arising from external effects, such as temperature, strain and pressure. We report here several case studies on the measurement of strain using Brillouin reflections. A mechanical bending test of an I beam, deployed with both fiber optic sensors and conventional strain gauge rosettes, was performed with the aim of evaluating: (1) the capability and technical limit of the DTSS technology for strain profile sensing; (2) the reliability of strain measurement using fiber optic sensor. The average values of strains obtained from both DTSS and strain gauges (corresponding to the deflection of I beam) showed a linear relationship and an excellent one-to-one match. A practical application of DTSS technology as an early warning system for land sliding or subsidence was examined through a field test at a hillside. Extremely strong, lightweight, rugged, survivable tight-buffered cables, designed for optimal strain transfer to the fibre, were used and clamped on the subsurface at a depth of about 50cm. It was proved that DTSS measurements could detect the exact position and the progress of strain changes induced by land sliding and subsidence. We also carried out the first ever distributed dynamic strain measurement (10Hz) on the Korean Train eXpress(KTX) railway track in Daejeon, Korea. The aim was to analyse the integrity of a section of track that had recently been repaired. The Sensornet DTSS was used to monitor this 85m section of track while a KTX train passed over. In the repaired section the strain increases to levels of 90 microstrain, whereas in the section of regular track the strain is in the region of 30-50 microstrain. The results were excellent since they demonstrate that the DTSS is able to measure small, dynamic changes in strain in rails during normal operating conditions. The current 10km range of the DTSS creates a potential to monitor the integrity of large lengths of track, and especially higher risk sections such as bridges, repaired track and areas at risk of subsidence.

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