• 제목/요약/키워드: Isotropic System

검색결과 206건 처리시간 0.026초

BLDC 전동기의 정현적 공극 자속밀도 구현에 의한 코깅 토크 저감 (Reduction of Cogging Torque of BLDC Motor by Sinusoidal Air-Gap Flux Density Distribution)

  • 김사무엘;정승호;류세현;권병일
    • 전기학회논문지
    • /
    • 제56권1호
    • /
    • pp.57-65
    • /
    • 2007
  • Along with the development of power electronics and magnetic materials, permanent magnet (PM) brushless direct current (BLDC) motors are now widely used in many fields of modern industry BLDC motors have many advantages such as high efficiency, large peak torque, easy control of speed, and reliable working characteristics. However, Compared with the other electric motors without a PM, BLDC motors with a PM have inherent cogging torque. It is often a principle source of vibration, noise and difficulty of control in BLDC motors. Cogging torque which is produced by the interaction of the rotor magnetic flux and angular variation in the stator magnetic reluctance can be reduced by sinusoidal air-gap flux density waveform due to reduction of variation of magnetic reluctance. Therefore, this paper will present a design method of magnetizing system for reduction of cogging torque and low manufacturing cost of BLDC motor with isotropic bonded neodynium-iron-boron (Nd-Fe-B) magnets in ring type by sinusoidal air-gap flux density distribution. An analytical technique of magnetization makes use of two-dimensional finite element method (2-D FEM) and Preisach model that expresses the hysteresis phenomenon of magnetic materials in order for accurate calculation. In addition, For optimum design of magnetizing fixture, Factorial design which is one of the design of experiments (DOE) is used.

Performance Analysis of Space-Time Codes in Realistic Propagation Environments: A Moment Generating Function-Based Approach

  • Lamahewa Tharaka A.;Simon Marvin K.;Kennedy Rodney A.;Abhayapala Thushara D.
    • Journal of Communications and Networks
    • /
    • 제7권4호
    • /
    • pp.450-461
    • /
    • 2005
  • In this paper, we derive analytical expressions for the exact pairwise error probability (PEP) of a space-time coded system operating over spatially correlated fast (constant over the duration of a symbol) and slow (constant over the length of a code word) fad­ing channels using a moment-generating function-based approach. We discuss two analytical techniques that can be used to evaluate the exact-PEPs (and therefore, approximate the average bit error probability (BEP)) in closed form. These analytical expressions are more realistic than previously published PEP expressions as they fully account for antenna spacing, antenna geometries (uniform linear array, uniform grid array, uniform circular array, etc.) and scattering models (uniform, Gaussian, Laplacian, Von-mises, etc.). Inclusion of spatial information in these expressions provides valuable insights into the physical factors determining the performance of a space-time code. Using these new PEP expressions, we investigate the effect of antenna spacing, antenna geometries and azimuth power distribution parameters (angle of arrival/departure and angular spread) on the performance of a four-state QPSK space-time trellis code proposed by Tarokh et al. for two transmit antennas.

실리콘 웨이퍼를 이용한 이방성의 젖음성을 가지는 초소유성 표면 제작 (Fabrication of Superoleophobic Surface with Anisotropic Wettability Using Silicon Wafer)

  • 이동기;이은행;조영학
    • 한국생산제조학회지
    • /
    • 제23권6호
    • /
    • pp.533-538
    • /
    • 2014
  • We fabricated grooved mushroom structures with anisotropic wettability on silicon substrates using basic MEMS processes. The geometry of these grooved mushroom structures could be changed by controlling the additional IPA solution during Si etching by TMAH solution. To understand anisotropic wettability, contact angles (CAs) of hexadecane droplets were measured in the orthogonal and parallel directions to grooved lines. The CA measurement results displayed anisotropic wetting on the grooved mushroom structures. However, specimens with $80{\mu}m$ distance between top layers displayed isotropic and superoleophobic wetting. This study demonstrates that the thickness of the top layer is more critical than the width or height of the ridge when determining the wettability of organic solvent. Despite the wide distance between top layers ($80{\mu}m$), the specimen with a thin top layer (100 nm) showed highly anisotropic wetting and low CA due to the pinning of droplets at the edge of the top layer.

유연 프로펠러의 제작 정도가 단독성능에 미치는 영향 (Effect of Manufacturing Accuracy of Flexible Propeller on the Open Water Performance)

  • 이건화;장현길;이창섭;노인식;이상갑;현범수
    • 대한조선학회논문집
    • /
    • 제50권5호
    • /
    • pp.349-354
    • /
    • 2013
  • The blades of flexible propellers are formed by overlaying and adhering many layers of thin glass-fiber fabric sheets, are compressed and dried in the rigid mold. The current manufacturing process can not avoid the rather irregular deformation of the blades composed of non-isotropic non-uniform fabric structures, and inevitably introduces the different shape-forming errors between blades. In this paper, several flexible model propellers are precisely measured with three-dimensional optical instrument and compared with the original design geometry. The model propellers with the as-measured geometry are evaluated with the lifting-surface-theory-based propeller analysis code. The open-water performance are presented and discussed. The importance of the manufacturing accuracy is addressed to be able to apply the flexible propellers for propulsion of marine vehicles.

2D 변형률 파손 이론을 이용한 복합재료의 굽힘 거동 해석 (A Study on Bending Behaviors of Laminated Composites using 2D Strain-based Failure Theory)

  • 김진성;노진호;이수용
    • 항공우주시스템공학회지
    • /
    • 제11권5호
    • /
    • pp.13-19
    • /
    • 2017
  • 본 연구에서는 굽힘 하중을 받는 복합재료 적층판의 파손 해석을 위하여 2D 변형률 기반 파손 이론을 적용하였다. 복합재료 적층판의 비선형 기계적 거동을 모사하기 위하여, 선형 증분 접근 방식을 적용하고 단위 길이 적층판에 대한 점진적 파손 해석을 수행하였다. 크로스플라이 및 준등방성 적층 패턴에 대하여 3점 굽힘 시험을 수행하고 해석 결과와 비교 검증하였다.

축격손상을 받은 의사등방성 탄소섬유강화 복합재의 굽힘피로강도 (A study on the fatigue bending strength of quasi-isotropic CFRP laminates subjected to impact damage)

  • 박수철;박설현;정종안;차천석;양용준
    • 한국산학기술학회논문지
    • /
    • 제18권10호
    • /
    • pp.688-695
    • /
    • 2017
  • CFRP는 금속에 비해 가벼우면서 강도 및 강성과 내열성 등 기계적 특성이 매우 뛰어나 다양한 분야에서 사용되어지고 있으며 최근 우주항공 분야에 까지 사용되어지고 있지만 외부 충격하중으로 인하여 내부에 발생되는 손상에 대해서는 매우 취약한 단점을 보이고 있다. 본 연구는 외부 충격을 받은 CFRP 적층판의 내부 충격손상에 대해 반복적인 사용에 따른 파괴에 이르기까지의 강도를 고찰함으로써 우주항공 분야에 사용되는 항공기 외판의 설계를 위한 설계 데이터를 확보하기 위한 실험적 연구이다. 실험 빙법으로는 적층구성을 달라하여 제작된 의사등방형 CFRP 시험편과 직교이방성 CFRP 시험편에 대해 직경 5mm의 강구를 충돌시킴으로써 발생하는 충격손상을 관찰한 후 3점 굽힘피로실힘을 통하여 내부 층간분리 및 충격손상의 진전을 관찰하였다. 시험편 내부의 파괴가 발생하기 까지 굽힘피로실험에 따른 굽힘피로강도를 고찰한 결과 강구에 의해 충격을 받은 면이 인장을 받는 경우와 충격을 받는 경우 모두 의사등방성 적층구성의 강도가 높게 나타남을 알 수 있었다.

계단 설치형 카고메 감쇠시스템을 활용한 철근콘크리트 라멘조 공동주택의 지진응답 개선 (Mitigating Seismic Response of the RC Framed Apartment Building Structures Using Stair-Installation Kagome Damping System)

  • 허무원;천영수;이상현;황재승
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제22권5호
    • /
    • pp.23-30
    • /
    • 2018
  • 최근 들어 건물의 내진 및 내풍 성능을 향상시키기 위하여 감쇠구조에 대한 관심이 높아지고 있다. 감쇠장치 중 저렴한 비용과 높은 에너지소산능력을 발휘하며, 설치와 유지관리가 용이하다는 장점이 있어 강재이력형 감쇠장치를 이용한 수동형 감쇠구조시스템이 널리 사용되고 있다. 본 논문에서는 라멘구조 또는 무량판 구조에 적합한 계단 설치형 카고메 감쇠시스템(SKDS)을 제안하고자 하며, 제안된 감쇠시스템의 지진응답 개선효과에 대하여 해석적으로 검토하고자 한다. 비선형 동적해석결과 최대응답변위, 최대응답가속도 및 밑면전단력 감소로 살펴볼 때 내진구조와 비교하여 더 향상된 거동이 기대된다는 점에서 SKDS의 효과를 확인할 수 있었다.

Pivalic Acid-Ethanol 및 Succinonitrile-Salol 계에서의 수지상정 선단의 형상 (Dendrite Tip Shapes of Pivalic Acid-Ethanol and Succinonitrile-Salol Systems)

  • 석명진;박영민;오승탁;장시영
    • 대한금속재료학회지
    • /
    • 제49권7호
    • /
    • pp.570-576
    • /
    • 2011
  • The shape of a dendrite tip has long been approximated by a paraboloid of revolution, but many attempts have been made as well to more accurately match the dendrite tip profile using other mathematical functions: power function, 4th order polynomial, and hyperbolic function. In the present work, dendrite tip shapes were matched by parabolic function. The differences between the dendrite tip shapes of pivalic acid(PVA)-ethanol(Eth) and succinonitrile(SCN)-salol systems, characterized by anisotropic and isotropic solid-liquid interfacial properties, respectively, were quantitatively treated using shape parameters. The PVA-Eth system showed a slightly higher Z/R value than the SCN-salol system, their Z/R values lying in the range 2-4. (Z is the distance from the tip beyond which the parabolic fit starts to deviate from the profile, and R the tip radius.) ${\lambda}_P$ is the distance from the tip beyond which side branching starts to appear, and is larger in the PVA-Eth system than the SCNsalol system. ${\lambda}_P$ is different for both sides of the 2-dimensional dendrite profile. The difference of ${\lambda}_P$ between both sides of the dendrite is larger for PVA-Eth system than for SCN-salol, implying that the dendrite of PVA-Eth is less symmetric than that of SCN-salol.

아스팔트 콘크리트 설계두께 및 재료특성을 반영한 아스팔트 콘크리트 궤도 3차원 이동하중 동적해석 및 진동특성 (3D Dynamic Finite Element Analysis and Corresponding Vibration of Asphalt Track Considering Material Characteristics and Design Thickness of Asphalt Concrete Roadbed Under Moving Load)

  • 이성혁;서현수;정우영
    • 한국철도학회논문집
    • /
    • 제19권1호
    • /
    • pp.67-76
    • /
    • 2016
  • 아스팔트콘크리트 궤도는 궤도구조에서 유지관리와 경제적 측면에서 많은 장점들을 가지고 있어 최근 많은 관심을 받고 있다. 이와 더불어 개발에 따른 실용성을 효과적으로 검증할 수 있는 방법 또한 제시되어야 한다. 본 연구에서는 기 개발된 아스팔트콘크리트 궤도에서 사용된 아스팔트콘크리트 재료의 탄성 및 점탄성 특성과 주어진 설계 두께를 고려한 수치해석을 통하여 아스팔트콘크리트 궤도에서 발생 가능한 동적특성을 분석하였다. 해석의 불확실성을 줄이기 위하여 3차원 동적해석을 수행하여 실제적인 거동분석이 가능하도록 하였으며, 궤도노반의 영향거리 분석을 통한 최적 모델링 도출과 무한요소 경계조건을 이용하여 반무한지반을 고려하였다. 아스팔트콘크리트 도상을 등방 탄성체로 간주한 기본설계 조건에서의 거동을 점탄성재료 조건과 비교하였으며 동적증폭계수 산정을 통하여 아스팔트 콘크리트 궤도의 향후 설계방향을 제시하고자 하였다.

Combination of engineering geological data and numerical modeling results to classify the tunnel route based on the groundwater seepage

  • Aalianvari, A.
    • Geomechanics and Engineering
    • /
    • 제13권4호
    • /
    • pp.671-683
    • /
    • 2017
  • Groundwater control is a significant issue in most underground construction. An estimate of the inflow rate is required to size the pumping system, and treatment plant facilities for construction planning and cost assessment. An estimate of the excavation-induced drawdown of the initial groundwater level is required to evaluate potential environmental impacts. Analytical and empirical methods used in current engineering practice do not adequately account for the effect of the jointed-rock-mass anisotropy and heterogeneity. The impact of geostructural anisotropy of fractured rocks on tunnel inflows is addressed and the limitations of analytical solutions assuming isotropic hydraulic conductivity are discussed. In this paper the unexcavated Zagros tunnel route has been classified from groundwater flow point of view based on the combination of observed water inflow and numerical modeling results. Results show that, in this hard rock tunnel, flow usually concentrates in some areas, and much of the tunnel is dry. So the remaining unexcavated Zagros tunnel route has been categorized into three categories including high Risk, moderately risk and low risk. Results show that around 60 m of tunnel (3%) length can conduit the large amount of water into tunnel and categorized into high risk zone and about 45% of tunnel route has moderately risk. The reason is that, in this tunnel, most of the water flows in rock fractures and fractures typically occur in a clustered pattern rather than in a regular or random pattern.