• 제목/요약/키워드: Parallel Computer

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차량용 유도전력 집전 장치의 특성해석 (The Modeling of inductive power collector for vehicle)

  • 한경희;이병송;김도원;백수현
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2005년도 제36회 하계학술대회 논문집 B
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    • pp.1610-1612
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    • 2005
  • In this paper, the inductive power collector using electromagnetic induction for vehicle such as the PRT(Personal Rapid Transit) system is suggested and some ideas for power collector design to improve the power transfer performance are presented. The proposed the inductive power collector is used for the PRT system, which has a large air-gap and demands a large electrical power capability. But, low output power is generated due to a loosely coupled characteristic of the large air-gap. Therefore, double layer construction of secondary winding, which was divided in half to increase both output current and output voltage was suggested. Also, a model of power collector and parallel winding structure and a model of concentration/decentralization winding are presented, in addition, the performance of inductive power collector to alignment condition between the primary power line and the inductive power transformer was verified by computer simulation of 2kW model.

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병렬형 하이브리드 자동차의 구동장치 설계 및 해석 (Design and Analysis a Drive-train for a Parallel-type Hybrid Electric Vehicle)

  • 김동현;안성준;최재원
    • 한국정밀공학회지
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    • 제29권7호
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    • pp.770-777
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    • 2012
  • This paper deals with the design and modal characteristics analysis of a drive-train for a paralleltype hybrid electric vehicle (HEV). The function of the drive-train system (DTS) in the HEV combines or divides the torque and velocity from the internal combustion engine along with the induction motor. The system consists of a compound planetary gear and unit's electromagnetic clutch to provide the operation modes such as Engine Only (EO), Electric Vehicle (EV), and Hybrid Electric Vehicle (HEV) modes. In order to investigate the characteristics of the velocity and torque flow for the system, dynamic models of the HEV with DTS are derived from the prototype DTS. The performance of the derived dynamic models is evaluated by both computer simulations and experiments according to each mode.

후향 계단에서 난류 유동에 대한 대와동모사 (Large Eddy Simulation of Turbulent Flows over Backward-facing Steps)

  • 황철홍;금성민
    • 한국산학기술학회논문지
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    • 제10권3호
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    • pp.507-514
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    • 2009
  • 본 연구에서는 재순환 유동 현상을 포함하는 후향 계단에서 난류 유동장에 대한 LES의 예측성능을 검토하였다. LES의 난류모델로서 Localized Dynamic ksgs-equation 모델이 적용되었으며, 계산시간의 절감을 위하여 16개의 프로세서를 이용한 병렬계산이 수행되었다 후향 계단의 층류 유동에 대한 직접수치모사(DNS)의 수행 결과, 본 계산 결과는 기존의 실험 및 수치결과를 매우 잘 예측하였다. 또한 중간 및 높은 Re 수에 해당되는 난류 영역의 LES 결과는 평균 재순환 유동특성을 비교적 잘 예측하였다. 위 결과를 통해 본 연구에서 개발된 LES 프로그램은 향후 실용 연소기에서 연소 불안정성 및 연소 소음 등의 해석에 유용할 것으로 기대된다.

메쉬 연결망의 강한 해밀톤 laceability (Strongly Hamiltonian Laceability of Mesh Networks)

  • 박경욱;임형석
    • 한국정보과학회논문지:시스템및이론
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    • 제32권8호
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    • pp.393-398
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    • 2005
  • 상호 연결망에서 해밀톤 경로는 선형 배열 구현이나 멀티캐스팅과 같은 여러 응용에서 활용된다. 본 논문에서는 여러 병렬 시스템의 상호연결망으로 사용되는 메쉬 연결망의 해밀톤 성질에 대해 고려한다. 연결망이 강한 해밀톤 laceable이면 그 연결망은 임의의 두 노드를 잇는 가능한 가장 긴 길이의 경로를 지닌다. 2차원 메쉬 M(m, n)은 노드의 수가 짝수이면 $m{\geq}4,\;n{\geq}4$일 때, 노드의 수가 홀수이면 $m{\geq}3,\;n{\geq}3$일 때 강한 해밀톤 laceable 그래프임을 보인다. 메쉬는 토러스, k-ary n-큐브, 하이퍼큐브, 재귀원형군과 같은 여러 상호 연결망들의 스패닝 부 그래프이므로 본 논문의 결과는 이들 연결망들의 고장 해밀톤 성질을 밝히는데 활용될 수 있다.

초고속 네트워크를 이용한 PC 클러스터의 구현과 성능 평가 (Implementation and Performance Analysis of PC Clusters using Fast PCs& High Speed Network)

  • 김영태;이용희;최준태;오재호
    • 한국정보과학회논문지:시스템및이론
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    • 제29권2호
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    • pp.57-64
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    • 2002
  • 본 연구에서는 고속의개인용 컴퓨터와 초고속 통신장비를 이용한 부산/병렬 계산을 위한 클러스터를 구현하였다. 먼저 16강 PC의 1세대의 클러스터를 구현하여 현재 현업(제주 지방기상처)에서 실시 간으로 운영중이며 1세대 클러스터의 성능 분석을 통하여 효율적으로 성능이 개선된 2CPU의 16PC로 구성된 2세대 클러스터를 구현하였다. 본 연구서는 다른 속도의 CPU및 통신 장비로 구성된 두 가지 형태의클러스터를 실제로 기상 예보를 위하여 사용되는 병렬모델인 MM5 를 이용하여 계산 시간 및 통신에 대한 다양한 분석을 하였다.

양로드형과 편로드형 EHA의 힘 제어 특성 비교(I): 추종 성능 (Comparison of Force Control Characteristics Between Double-Rod and Single-Rod Type Electro-Hydrostatic Actuators (I): Tracking Performance)

  • 김종혁;홍예선
    • 드라이브 ㆍ 컨트롤
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    • 제14권4호
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    • pp.9-16
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    • 2017
  • In this study, the force tracking performance of the single-rod and double-rod type EHAs (Electro-Hydrostatic Actuators) was compared by computer simulation and experiments. The force-controlled EHAs exhibit non-linear behavior that are significantly dependent on operation conditions. The investigation focused on localizing the parameters that provide significant rise to the non-linearity. For this, the single-rod and double-rod type EHAs were mathematically expressed to derive their linear models. In parallel, they were modeled by a commercial simulation program including non-linear properties based on experimental results. It was shown that the dependency of the bulk modulus of oil with entrapped air on working pressure dominated the non-linearity in force control performance in case of the double-rod type EHA. The force control of the single-rod type EHA was influenced by much more elements. Besides the asymmetrical piston geometry and the non-linear bulk modulus of oil, its pilot-operated check valves made it dependent not only on the magnitude of reference input but also on its direction.

Minimum stiffness of bracing for multi-column framed structures

  • Aristizabal-Ochoa, J. Dario
    • Structural Engineering and Mechanics
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    • 제6권3호
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    • pp.305-325
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    • 1998
  • A method that determines the minimum stiffness of baracing to achieve non-sway buckling conditions at a given story level of a multi-column elastic frame is proposed. Condensed equations that evaluate the required minimum stiffness of the lateral and torsional bracing are derived using the classical stability functions. The proposed method is applicable to elastic framed structures with rigid, semirigid, and simple connections. It is shown that the minimum stiffness of the bracing required by a multi-column system depends on: 1) the plan layout of the columns; 2) the variation in height and cross sectional properties among the columns; 3) the applied axial load pattern on the columns; 4) the lack of symmetry in the loading pattern, column layout, column sizes and heights that cause torsion-sway and its effects on the flexural bucking capacity; and 5) the flexural and torsional end restrains of the columns. The proposed method is limited to elastic framed structures with columns of doubly symmetrical cross section with their principal axes parallel to the global axes. However, it can be applied to inelastic structures when the nonlinear behavior is concentrated at the end connections. The effects of axial deformations in beams and columns are neglected. Three examples are presented in detail to show the effectiveness of the proposed method.

하이브리드법을 이용한 열전냉각의 수치해석 연구 (Computer Simulation Study of the Thermoelectric Cooling by Hybrid Method)

  • 김남진;이재용;김종보
    • 태양에너지
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    • 제20권1호
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    • pp.97-108
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    • 2000
  • The purpose of this study is to minimize the heat transfer surface area and cold fluid exit temperature of heat exchanger which applied to the refrigeration and air-conditioning system by utilizing the thermoelectric principle. Both uniform and non-uniform current distribution methods which applied to the analysis of the TE elements that incorporates heat exchanger were investigated. The non-uniform current distribution method had the better coefficient of performance and had the lower cold fluid exit temperature of the TE cooling system than the uniform current distribution method. It was found that if a TE cooling system incorporates a heat exchanger, a non-uniform current distribution should guarantee to the lowest cold fluid exit temperature. Also, the hybrid method (combination of the uniform and non-uniform current distribution method) is investigated to achieve the best results by combining the uniform and non-uniform current distributions. The results show that it can lower the cold fluid exit temperature and reduce the heat transfer surface area for the parallel flow arrangement if we apply the constant current in some entry region and the non-uniform increasing current in the direction of the cold fluid flow afterwards.

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탄성계수 감소곡선에 근거한 철도노반의 회복탄성계수 모델 개발 및 평가 (Development and Assessment for Resilient Modulus Prediction Model of Railway Trackbeds Based on Modulus Reduction Curve)

  • 박철수;황선근;최찬용;목영진
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.805-814
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    • 2008
  • This study focused on the resilient modulus prediction model, which is the functions of mean effective principal stress and axial strain, for three types of railroad trackbed materials such as crushed stone, weathered soil, and crushed-rock soil mixture. The model is composed with the maximum Young's modulus and nonlinear values for higher strain in parallel with dynamic shear modulus. The maximum values is modeled by model parameters, $A_E$ and the power of mean effective principal stress, $n_E$. The nonlinear portion is represented by modified hyperbolic model, with the model parameters of reference strain, ${\varepsilon}_r$ and curvature coefficient, a. To assess the performance of the prediction models proposed herein, the elastic response of a test trackbed near PyeongTaek, Korea was evaluated using a 3-D nonlinear elastic computer program (GEOTRACK) and compared with measured elastic vertical displacement during the passages of freight and passenger trains. The material types of sub-ballasts are crushed stone and weathered granite soil, respectively. The calculated vertical displacements within the sub-ballasts are within the order of 0.6mm, and agree well with measured values with the reasonable margin. The prediction models are thus concluded to work properly in the preliminary investigation.

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LARGE SCALE FINITE ELEMENT THERMAL ANALYSIS OF THE BOLTS OF A FRENCH PWR CORE INTERNAL BAFFLE STRUCTURE

  • Rupp, Isabelle;Peniguel, Christophe;Tommy-Martin, Michel
    • Nuclear Engineering and Technology
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    • 제41권9호
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    • pp.1171-1180
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    • 2009
  • The internal core baffle structure of a French Pressurized Water Reactor (PWR) consists of a collection of baffles and formers that are attached to the barrel. The connections are done thanks to a large number of bolts (about 1500). After inspection, some of the bolts have been found cracked. This has been attributed to the Irradiation Assisted Stress Corrosion Cracking (IASCC). The $Electricit\acute{e}$ De France (EDF) has set up a research program to gain better knowledge of the temperature distribution, which may affect the bolts and the whole structure. The temperature distribution in the structure was calculated thanks to the thermal code SYRTHES that used a finite element approach. The heat transfer between the by-pass flow inside the cavities of the core baffle and the structure was accounted for thanks to a strong thermal coupling between the thermal code SYRTHES and the CFD code named Code_Saturne. The results for the CP0 plant design show that both the high temperature and strong temperature gradients could potentially induce mechanical stresses. The CPY design, where each bolt is individually cooled, had led to a reduction of temperatures inside the structures. A new parallel version of SYRTHES, for calculations on very large meshes and based on MPI, has been developed. A demonstration test on the complete structure that has led to about 1.1 billion linear tetraedra has been calculated on 2048 processors of the EDF Blue Gene computer.