• 제목/요약/키워드: winding deformation

검색결과 45건 처리시간 0.03초

무 구속·구속 실험에 의한 환풍기 온도 특성 (The Characteristic of Temperature in Ventilating Fans by Festraint or Nonrestraint)

  • 김성삼
    • 조명전기설비학회논문지
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    • 제30권1호
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    • pp.44-48
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    • 2016
  • In this paper, we analyzed the operating characteristics of a ventilating fan due to overload and overheating. The experiment assumed the forcible restraint of the blade due to external objects and the aging process. We analyzed the experimental temperature and operating characteristics of the three places in the interior of the ventilating fan. As a result of the analysis, the temperature distribution was highest to lowest in the following order: the thermal fuse, the motor inside, and the above winding. There was smell of burning enamel in the restraint experiment. Following the thermal fuse operation, the insulation of motor winding was good. In the case of rated voltage and new ventilating fan restrained for about 4hours, and the results of restraint experiments in the presence or absence of the thermal fuse, no risk of deformation or fire due to overheating was identified. Henceforward, ignition hazard experiments will be required for additional factors of aging, pollution, and defective insulation.

Feasibility study on corrosion monitoring of a concrete column with central rebar using BOTDR

  • Sun, Yijie;Shi, Bin;Chen, Shen-En;Zhu, Honghu;Zhang, Dan;Lu, Yi
    • Smart Structures and Systems
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    • 제13권1호
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    • pp.41-53
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    • 2014
  • Optical fiber Brillouin sensor in a coil winding setup is proposed in this paper to measure the expansion deformation of a concrete column with a central rebar subjected to accelerated corrosion. The optical sensor monitored the whole dynamic corrosion process from initial deformation to final cracking. Experimental results show that Brillouin Optical Time Domain Reflectometer (BOTDR) can accurately measure the strain values and identify the crack locations of the simulated reinforced concrete (RC) column. A theoretical model is used to calculate the RC corrosion expansive pressure and crack length. The results indicate that the measured strain and cracking history revealed the development of the steel bar corrosion inside the simulated RC column.

소형 복합재료 고압력 용기에 대한 비선형적 구조거동에 관한 연구 (A Study on the Nonlinear Structural Behavior of a High-Pressure Filament Wound Composite Vessel)

  • 황경정;박지상;정재한;김태욱
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2002년도 추계학술발표대회 논문집
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    • pp.10-14
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    • 2002
  • Structural behavior of high-pressure composite vessels of TYPE 3 (full-wrapped over a seamless aluminum liner) was studied through numerical simulations based on 3D nonlinear finite element method. Under high-pressure loading, a TYPE 3 composite vessel shows material nonlinearity due to elastic-plastic deformation of aluminum liner, and mismatch of deformation at the junction of cylinder and dome causes geometrical nonlinearity. Finite element modeling and analysis technique considering this nonlinearity was presented, and a pressure vessel of 6.8L of internal volume was analyzed. Design specification to satisfy requirements was determined based on analysis results.

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콘크리트 보강용 하이브리드 FRP 리바의 특성 (The properties of hybrid FRP rebar for concrete structures)

  • 원종필;박찬기;황금식;윤종환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.255-260
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    • 2003
  • The corrosion of steel rebars has been the major cause of the reinforced concrete deterioration. It is FRP rebar that is developed to solve problem of such steel rebar. FRP rebar in concrete structures should be used as a substitute of steel rebars for that cases in which aggressive environment produce high steel corrosion, or lightweight is an important design factor, or transportation cost increase significantly with the weight of the materials. But FRP rebar have only linearly elastic behavior; whereas, steel rebar has linear elastic behavior up to the yield point followed by large plastic deformation and strain hardening. Thus, the current FRP rebars are not suitable concrete reinforcement where a large amount of plastic deformation prior to collapse in required. The main objective of this study was to develop new type of hybrid FRP rebar. The manufacture of the hybrid FRP rebar was achieved pultrusion, braiding and filament winding techniques. Tensile and interlaminar shear test results of hybrid FRP rebar can provide its excellent tensile strength-strain behavior and interlaminar stress-strain behavior.

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Effect of Epoxy Cracking on Initial Quench Behavior about High Field Superconducting Magnet

  • Lee, B.S.;Kim, D.L.;Choi, Y.S.;Yang, H.S.;Yoo, J.S.
    • 한국초전도ㆍ저온공학회논문지
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    • 제8권4호
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    • pp.26-29
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    • 2006
  • The study to be presented related on initial behavior of quench concerned with many considerations, such as epoxy impregnated coil, critical current density related on strain and temperature, winding effect and behavior of internal superconducting wire. Especially, the deformation behavior of coils under magnetic field and thermal contractions at cryogenic temperatures to be dealt with the analytical method related on Fracture Mechanics. From the results, we know that the strain by self weight contribute to epoxy cracking at the edge of deformed coils and the deformation behavior relate on epoxy cracking must be dealt with biaxial loading problem. Then, the epoxy crack on $r\theta-plane$ under biaxial loading have been propagated with inclined crack angle and joined superconducting wire. Also, we can explain transfer of epoxy crack propagation energy from epoxy resin to superconducting wire.

축하중과 반복 횡하중을 받는 콘크리트 충진 원형 탄소섬유 튜브 기둥의 휨거동특성 (The Flexural Behavior of a Circular Concrete Filled Carbon Tube Columns under the Constant Axial Force with Reversed Cyclic Lateral Load)

  • 홍원기;김희철;정진훈
    • 한국지진공학회논문집
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    • 제8권3호
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    • pp.13-22
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    • 2004
  • 반복 횡하중을 받는 콘크리트 충진 탄소섬유 튜브 기둥의 휨 거동을 분석하기 위하여 여섯 개의 시험체에 대한 실험을 수행하였다. 콘크리트 충진 탄소섬유 튜브 기둥의 휨 거동에 영향을 미치는 탄소섬유의 와인딩 각도와 두께를 변수로 선택하여 거동을 평가하였다. 콘크리트 충진 탄소섬유 튜브 기둥의 휨 거동을 보다 정확하게 분석하기 위하여 설정된 두 변수를 동시에 고려하였다. 실험의 결과에서 얻어진 하중-변형 곡선을 이용하여 콘크리트 충진 탄소섬유 튜브 기둥의 휨강도, 변형능력 및 에너지 소산능력을 조사하였다. 또한 기존 구조물과의 비교를 위하여 철근콘크리트 조적벽과 콘크리트를 충진한 탄소섬유 튜브 기둥과의 연성 능력을 비교 평가하였다.

154kV급 변압기절연물 앵글링과 캡의 최적성형 기술 개발 (Development of Optimum Shape Forming Technology of Angle Ring and Cap for 154kV transformer Insulation)

  • 서왕벽;김종원;장성주;유정수;배동호
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2010년도 하계학술대회 논문집
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    • pp.30-30
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    • 2010
  • The Angle Ring and Cap which is called pressboard are settled at primary and secondary coil winding of 154 kV transformer that can reduce effectively distance of insulation. As it has not manufactured pressboard of Angle Ring and Cap for high voltage grade, insulation components industry especially high voltage transformer has not participate in a competition with worldwide yet. That's why is difficult to make an specialized shape of insulation components of high voltage grade. At first, it is very important to make an utility of deformation manufacturing for high voltage transformer insulation components by itself. Therefore it has finally completed to make an deformation manufacturing utility using an special analysis tools. In this paper, developed insulation components was investigates in tensile strength is introduced.

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KSR-III 복합재 가압탱크의 설계 및 제작

  • 공철원;윤종훈;장영순;이영무
    • 항공우주기술
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    • 제2권2호
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    • pp.124-132
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    • 2003
  • 본 논문에서는 "KSR-III 복합재 가압탱크“에 대한 구조 설계/제작 과정을 기술하였다. 복합재 가압탱크는 라이너 위에 복합재가 덮어 씌워진 형태이다. 하중을 부담하지 않는 라이너는 AI 6061-0로 만들어 졌으며, 라이너는 헬륨가스 기밀만을 담당하였다. 복합재 탱크는 라이너 위에 T700/Epoxy로 와인딩 하였다. 알루미늄 라이너가 얇았기 때문에 다단계 경화 공정이 필라멘트 와인딩 기법에 적용되었다. 다단계 경화 공정은 라이너의 실린더가 원형 형상을 잃지 않게 하였다. 보스부의 체결력은 보스링에 의하여 카본섬유로 분산되었다. 또한 보스링은 보스부의 국부적 변형을 막았다.

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연성도 및 에너지 소산능력 비교에 따른 콘크리트충전 탄소섬유튜브 기둥의 성능 (Capacity of Concrete Filled Carbon Tube Columns Based on the Comparison of Ductility and Energy Dissipation Capacity)

  • 이경훈;홍원기;이영학;김희철
    • 한국지진공학회논문집
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    • 제11권1호
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    • pp.29-35
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    • 2007
  • 본 연구에서는 반복 횡하중을 받는 콘크리트충전 탄소섬유튜브기둥의 휨성능 평가실험을 수행하였다. 시험체의 단면형상은 각형과 원형이며 탄소삼유튜브의 두께 및 와인딩각도(winding angle)를 실험변수로 채택하였다. 모든 시험체는 건물의 한 층 높이와 유사한 높이를 갖는 full scale 크기로 제작되었으며 3대의 가력기(actuator)를 동시에 가동시켜 축하중과 횡하중을 가력하였다. 실험결과를 분석하여 기둥의 휨강도, 변형능력 및 에너지소산능력을 평가하였으며, 횡하중에 대한 기둥의 연성거동 또한 평가되었다.

몰드변압기 철심과 권선 진동 특성분석 (Analysis on Characteristics of Core and Winding Vibration in Cast Resin Transformer)

  • 김종민;최명일;김영석;방선배;송길목
    • 조명전기설비학회논문지
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    • 제26권10호
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    • pp.52-59
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    • 2012
  • In this paper, The cast resin transformer's vibration is measured using noncontact raser vibrometer(LV110D). The vibration characteristics of transformer windings and core are analyzed for relation between vibration magnitude and cause. Using the analysis results, the technique is presented to diagnose cast resin transformer. which is able to diagnose transformer' deformation in winding and core geometry. The magnetostriction and electromagnetic force act on the core and windings, causing them to vibrate. The vibration from windings and core penetrates into transformer cast resin and reaches the outside walls. The fundamental frequency of the core and windings vibration signal is twice that of the power frequency(120Hz). The results show that the magnitude of core vibration is linear to driving voltage amplitude and magnitude of windings vibration is increased to loading current under the some level and then stabilized.