• 제목/요약/키워드: radian

검색결과 57건 처리시간 0.031초

중공 광섬유를 이용한 광섬유 간섭계형 전압센서 (Fiber-Optic Inteferometric Voltage Sensor using a Hollow Fiber)

  • 배정환;박재희;김경찬;김광택;한원택
    • 한국광학회지
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    • 제19권1호
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    • pp.15-19
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    • 2008
  • 크기가 작고 감도가 높은 중공 광섬유를 이용한 In-Line 마이켈슨 간섭계형 전압 센서를 개발하였다. 개발된 In-Line 마이켈슨 갑섭계는 끝 단면은 단일모드광섬유에 연결되어 있고 다른 끝 단면은 깨끗하게 절단된 지름이 4 um의 공기구멍을 가지고 있으며 길이가 10 mm인 중공 광섬유로 구성되어 있다. 개발된 In-Line 마이켈슨 간섭계를 PZT위에 glue를 사용하여 고정시켜 In-Line 마이켈슨 간섭계형 전압 센서를 제작하였다. 제작된 센서는 60 Hz의 AC 전압을 인가하였을 때 출력파형의 주파수는 인가전압의 크기에 비례하였다. 그리고 출력파형의 위상은 인가전압의 크기와 거의 선형적인 관계에 있었으며 센서의 감도는 $0.065{\pi}$ radian/V였다.

용접 수평헌치로 보강된 철골 모멘트 접합부의 반복재하 내진실험 (Cyclic Seismic Testing of Steel Moment Connections Reinforced with Welded Straight Haunch)

  • 이철호;권근배;정종현;오명호;구은숙
    • 한국지진공학회논문집
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    • 제6권4호
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    • pp.31-37
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    • 2002
  • 최근에 용접 수평헌치로 보강된 내진 철골 모멘트 적합부의 응력 전달모형 및 설계법이 Lee-Uang에 의해 새로이 제안된 바가 있다. 본 연구에서는 반복재하 실물대 실험을 통하여 이 설계방안의 타당성을 실험적으로 확인하고 응력집중에서 기인하는 헌치단부의 균열을 방지할 수 있는 효과적인 상세도 제안하고자 하였다. Lee-Uang의 방안에 의해 설계된 3개의 시험체는 모두 설계의도에 부합되게, 헌치단부의 외측에서 형성된 소성힌지에서 0.04 radian에 달하는 뛰어난 소성회전능력을 발휘하였다. 도한 헌치단부에 구배를 주고 처공하거나 또는 보 웨브 스티프너를 헌치의 웨브로 부분적으로 또는 완전히 연장하는 상세에 의해 헌치단부의 균열발생을 효과적으로 방지할 수 있음을 실험적으로 입증하였다. 아울러 해석적으로 예견되었던 헌치 웨브의 스트럿 거동도 스트레인 계측을 통하여 실험적으로 입증하였다.

리브로 보강된 철골 모멘트 접합부의 내전거동에 관한 실험적 연구 (An Experiment Study of Cyclic Seismic Behavior of Steel Moment Connections Reinforced with Ribs)

  • 이철호;이재광;정종현;오명호;구은숙
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2002년도 춘계 학술발표회 논문집
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    • pp.317-326
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    • 2002
  • Recently a simple design method for rib-reinforced seismic steel moment connections has been proposed based on equivalent strut model. An experimental program was implemented to verify the proposed design method and to develop the schemes that will prevent the cracking at the rib tip, where stress concentration was evident. All the specimens designed by the proposed method were able to develop satisfactory connection plastic rotation of 0.04 radian. Slight beam flange trimming, in addition to rib reinforcement, pushed the plastic hinging and local buckling of the beam away from the rip tip and effectively reduced the cracking potential at the rib tip. The strut action of the rib and resulting reverse shear in the beam web were also experimentally identified through the strain gage readings.

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Breaker Point 型 점火裝置 性能 을 極大化하기 위한 Pre - Resistance 효果 에 對한 硏究 (A Study of the Pre-Resistance Effects on the Optimization For Performance of the Ignition System with the Breaker Point Type)

  • 손병진;신영철
    • 대한기계학회논문집
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    • 제6권2호
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    • pp.133-139
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    • 1982
  • One of factors that affect combustion in the cylinder of the engine is to keep a greater energy in the ignition system to minimize pollutant emissions and to increase its performance of the low temperature. This paper reviews theoretically the state and input variables of the ignition system from the state transition equation. Effects on characteristics of the system such as primary current, secondary available voltage and spark duration by reducing the pre-resistance from 3.5 to 0 ohm in 12V system is experimentally investigated when the ignition coil has a primary resistance of 1.5 ohms ad the dwell angle of the breaker point is 43.2 degrees (0.75 radian). Advantages and limitations for using the low resistance of the primary circuit are also presented to optimize the performance of the ignition system with the breaker point.

자벌레형 정밀 회전 모터의 개발 (Development of a Inchworm-Type Precise Rotational Motor)

  • 김상채;김수현;곽윤근
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1995년도 추계학술대회 논문집
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    • pp.458-461
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    • 1995
  • A new type of rotational motor which is developed has a resolution smaller than 10 $^{-4}$ radian and can be accessed for full rotational angles. The operation principle of the motor is based on inchworm motion of two belt driving mechanism. Flexure hinge mechanism, which is pertinent to symmetry construction of the motor, is designed to minimze the effort to frame and is analyzed by using finite element method. Depending on input signal amplitude, rotational angle by one cycle is varied form 0.2*10 $^{-4}$ rad to 9.76* $^{-4}$ rad. This shows that it has the capability of getting very small rotational angle by considering radius of rotor and amplitude of input signal.

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퍼지학습법을 이용한 크레인 시스템의 다변수 제어 (Control for Multi-variable in Crane System using Fuzzy Learning Method)

  • 임윤규;정병묵
    • 한국정밀공학회지
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    • 제16권7호
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    • pp.144-150
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    • 1999
  • n active control for the swing of crane systems is very important for increasing the productivity. This article introduces the control for the position and the swing of a crane using the fuzzy learning method. Because the crane is a multi-variable system, learning is done to control both position and swing of the crane. Also the fuzzy control rules are separately acquired with the loading and unloading situation of the crane for more accurate control. The result of simulations shows that the crane is just controlled for a very large swing angle of 1 radian within nearly one cycle.

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퍼지학습법을 이용한 크레인 제어 (Control of Crane System Using Fuzzy Learning Method)

  • 노상현;임윤규
    • 한국산업융합학회 논문집
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    • 제2권1호
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    • pp.61-67
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    • 1999
  • An active control for the swing of crane systems is very important for increasing the productivity. This article introduces the control for the position and the swing of a crane using the fuzzy learning method. Because the crane is a multi-variable system, learning is done to control both position and swing of the crane. Also the fuzzy control rules are separately acquired with the loading and unloading situation of the crane for more accurate control. And We designed controller by fuzzy learning method, and then compare fuzzy learning method with LQR. The result of simulations shows that the crane is controlled better than LQR for a very large swing angle of 1 radian within nearly one cycle.

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양단고정 변단면 도호아-치의 수치해석에 관한 연구 (Numerical Analysis of Tapered Circular Arch with Fixed Ends)

  • 박문호;이병구
    • 한국농공학회지
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    • 제19권3호
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    • pp.4462-4471
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    • 1977
  • The governing differential equations for the tapered circular arch with fixed ends have been derived, and a numerical procedure for the solution of these equations have been developed. The governing differential equations were solved numerically by an initial value integration procedure and Shooting Methods for boundary value problems. The Rungekutta fourth order integration technique was used. The methods was programmed for a Cyber 73-18 computer System, and all esults were obtained on this computer. A detailed study has been made for a fixed arch with an angle of opening equal to 0.7 radian, and the results are presented in detail in tables and curves. It is hoped that the results presented herein is applied to the deformations of gives point from the tri-axial direction of tapered circular arch with fixed ends, bending moment, and torsional moment, and that at the same time results to be used for archwise structures in steel structure.

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충전형 합성보와 포밍앵글 기둥 접합부의 내진성능에 대한 실험적 평가 (Experimental Evaluation on Seismic Performance of Filled Composite Beam - to - Forming Angle Composite Column Connections)

  • 김형섭;이경구;구지모
    • 한국지진공학회논문집
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    • 제20권1호
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    • pp.71-77
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    • 2016
  • In this study, the seismic performance of connections between filled composite beam (CG beams) and forming angle composite (FAC) column was experimentally evaluated. First, the bending tests were conducted on two CG beams and the axial tests were conducted on two FAC columns. Then, based on these preliminary test results, the cyclic loading test were performed on two interior connections between CG beam and FAC column. The main difference of two specimens is the plate shape of the CG beam. The test results showed that both specimens achieved the maximum story drift capacity over 0.04 radian which is required for special moment frame.

Buckling behavior of stainless steel square hollow columns under eccentric loadings

  • Jang, Ho-Ju;Seo, Seong-Yeon;Yang, Young-Sung
    • Structural Engineering and Mechanics
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    • 제23권5호
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    • pp.563-577
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    • 2006
  • This study involves a series of experiments on the buckling strength of eccentrically compressed cold-formed stainless steel square hollow-section columns. The principal parameters in this study are slenderness ratios ($L_k/r$ = 30, 50, 70) and magnitude of eccentricity e (0, 25, 50, 75, 100 mm) on the symmetrical end-moment. The objectives of this paper are to obtain the buckling loads by conducting a series of experiments and to compare the behavior of the eccentrically compressed cold-formed stainless steel square hollow-section columns with the results of the analysis. The ultimate buckling strength of the square-section members were determined with the use of a numerical method in accordance with the bending moment-axial force (M-P) interaction curves. The behavior of each specimen was displayed in the form of a moment-radian (M-${\theta}$) relationship. The numerically obtained ultimate-buckling interaction curves of the beam columns coincided with the results of the experiments.