• 제목/요약/키워드: Spreading resistance

검색결과 130건 처리시간 0.025초

4개 대칭배열 발열 전자소자에서의 확산 열저항 산정 (Evaluation of Spreading Thermal Resistance in Symmetrical Four-Heat Generating Electronic Components)

  • 김윤호;김서영;리광훈
    • 설비공학논문집
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    • 제18권8호
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    • pp.664-671
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    • 2006
  • We propose the correlation to predict the spreading thermal resistance on a plate with symmetrical four heat sources. The correlation transforms four heat sources to a single equivalent heat source and then the spreading thermal resistance can be obtained with the existing equation for a single heat source. When the four heat sources are mounted on a square base plate, the correlation is expressed as a function of the heat source size, the length of base plate, the plate thermal conductivity and the distance between heat sources. Compared to the results of three-dimensional numerical analysis, the spreading thermal resistance by the proposed correlation is in good agreement within 10 percent accuracy.

마찰저항이 연속누출과 순간누출을 가지는 액체 풀의 확산에 미치는 영향에 대한 해석적 연구 (Effect of Frictional Resistance Force on a Liquid Pool Spreading Model with Continuous and Instantaneous Release)

  • 김태훈;최병일;김명배;도규형;한용식
    • 한국수소및신에너지학회논문집
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    • 제24권6호
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    • pp.487-494
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    • 2013
  • In this study, solutions for a liquid pool spreading model with continuous and instantaneous release are discussed based on the model used in the FERC's report. The effects of the release time on the liquid pool volume and radius are investigated for the continuous release. For the continuous release with the frictional resistance force in the liquid pool spreading model, the vaporization time decreases as the release time increases. On the other hand, for the continuous release without the frictional resistance force in the liquid pool spreading model, the vaporization time increases as the release time increases. These phenomena are deeply related to the pool radius. In addition, the effects of the initial pool radius for the instantaneous release in the liquid pool spreading model are discussed. For the case with the frictional resistance force in the liquid pool spreading model, as reducing release time in the model with the frictional resistance force for the continuous release, the solution for a continuous release approaches to that for an instantaneous release. On the contrary to this, the pool volume and radius for the instantaneous release without the frictional resistance force are totally different from those for the continuous release without the frictional resistance force.

3차원적 전류 흐름을 고려한 FinFET의 기생 Source/Drain 저항 모델링 (Modeling of Parasitic Source/Drain Resistance in FinFET Considering 3D Current Flow)

  • 안태윤;권기원;김소영
    • 전자공학회논문지
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    • 제50권10호
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    • pp.67-75
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    • 2013
  • 본 논문에서는 RSD(Raised Source/Drain)구조를 가지는 FinFET에서 3차원적 전류 흐름을 고려한 소스와 드레인의 해석적 저항모델을 제시한다. FinFET은 Fin을 통해 전류가 흐르기 때문에 소스/드레인의 기생저항이 크고 채널을 포함한 전체저항에서 중요한 부분을 차지한다. 제안하는 모델은 3차원적 전류흐름을 고려하여 contact부터 channel 직전 영역까지의 소스/드레인 저항을 나타내며 contact저항과 spreading저항의 합으로 이루어져 있다. Contact저항은 전류의 흐름을 고려한 가이드라인을 통해 작은 저항의 병렬합으로 모델링되고 spreading저항은 적분을 통해 구현했다. 제안된 모델은 3D numerical solver인 Raphael의 실험결과를 통해 검증했다. 본 연구에서 제안된 기생저항 모델을 BSIM-CMG와 같은 압축모델에 구현하여 DC 및 AC 성능 예측의 정확도를 높일 수 있을 것이다.

Resolution in Carrier Profiling Semiconductors by Scanning Spreading Resistance Microscopy and Scanning Frequency Comb Microscopy

  • Hagmann, Mark J.;Mousa, Marwan S.;Yarotski, Dmitry A.
    • Applied Microscopy
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    • 제47권3호
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    • pp.95-100
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    • 2017
  • High resolution measurements of the carrier profile in semiconductor devices is required as the semiconductor industry progresses from the 10-nm lithography node to 7-nm and beyond. We examine the factors which determine the resolution of the present method of scanning spreading resistance microscopy as well as such factors for the newer method of scanning frequency comb microscopy that is now under development. Also, for the first time, we consider the sensitivity of both methods to the location of heterogeneities in the semiconductor. In addition, mesoscopic effects on these measurements are considered for the first time. Two simple analytical models are extended to study the sensitivity to heterogeneities as well as mesoscopic effects.

Simulating the Response of a 10-Storey Steel-Framed Building under Spreading Multi-Compartment Fires

  • Jiang, Jian;Zhang, Chao
    • 국제초고층학회논문집
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    • 제7권4호
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    • pp.389-396
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    • 2018
  • This paper presents a numerical investigation on the structural response of a multi-story building subjected to spreading multi-compartment fires. A recently proposed simple fire model has been used to simulate two spreading multi-compartment fire scenarios in a 10-story steel-framed office building. By assuming simple temperature rising and distribution profiles in the fire exposed structural components (steel beams, steel column and concrete slabs), finite element simulations using a three-dimensional structural model has been carried out to study the failure behavior of the whole structure in two multi-compartment fire conditions and also in a standard fire condition. The structure survived the standard fire but failed in the multi-compartment fire. Whilst more accurate fire models and heat transfer models are needed to better predict the behaviors of structures in realistic fires, the current study based on very simple models has demonstrated the importance and necessity of considering spreadingmulti-compartment fires in fire resistance design of multi-story buildings.

유지종류변화 및 표면도포에 따른 보통강도 콘크리트의 염해저항성 (Resistance to Chloride Attack of Normal Strength Concrete Depending on Spreading of Different Types of Oils)

  • 백철;이재진;황찬우;이준석;이동윤;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 추계 학술논문 발표대회
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    • pp.163-164
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    • 2017
  • The paper is to investigate the effect of spreading of various kinds of oils on resistance to chloride attack of the normal strength concrete. Resistance to chloride attack was measured for 32 weeks and six different kinds of oils ere used. Test results indicated that resistance to chloride attack was improved in order of DSP, BD, ERBD and ERCO compared with that of Plain mixture due to filling effect of capillary pore by the use of oil.

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요소수지와 EMDI수지의 복합이용에 의한 고내수정 파티클보드의 제조 (Manufacturing of High Water-Resistant Particleboard by Combining Use of Urea Resin and EMDI Resin)

  • 박종영
    • Journal of the Korean Wood Science and Technology
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    • 제26권1호
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    • pp.97-105
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    • 1998
  • This study examined the combined using effects of urea-formaldehyde (UF) resin and emulsifiable methylene diphyenyl diisocyanate (EMDI) resin to overcome performance limit of three-layer particleboards commonly made by UF resin. Two adhesive adding methods were applied with three types of resin combination system to each layer of particleboards. The one was simultaneously spreading method with emulsified compound resin (UF and EMDI) while the other was separately spreading method with unemulsified EMDI resin after UF resin spreading. The performance of particleboards bonded with 2% EMDI resin to the inner layers(IL) were similar to that of controls bonded with 8% UF resin. In the case of the emulsified compound resin application to the all layers of particleboards, there were marked reinforcing effects of EMDI resin, although a small amount of EMDI resin was mixed with UF resin. Especially bending MOR after 24 hours cold water-immersion and thickness swelling after 2 hours hot water-immersion of compound resin-bonded particleboards were remarkably different from those of pure UF resin-bonded particleboards. It was found that separately spreading method with unemulsified EMDI resin was more effective than simultaneously spreading method with emulsified compound resin to sustain the internal bond strength of particleboards after 24 hours cold water-immersion. In the resin combination systems to outer layers/inner layers of particleboards, water resistance and strength properties were superior in order of UF+EMDI/UF+EMDI > UF/UF+EMDI > UF/UF. And water resistance of particleboards was greatly dependent upon EMDI resin level in any adhesive adding method.

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Current Spreading Layer를 도입한 4.5 kV 4H-SiC MOSFET의 설계 및 최적화 (Design and Optimization of 4.5 kV 4H-SiC MOSFET with Current Spreading Layer)

  • 조영훈;이형진;이희재;이건희;구상모
    • 전기전자학회논문지
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    • 제26권4호
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    • pp.728-735
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    • 2022
  • 이번 연구에서 우리는 낮은 온 저항을 위해 p-well 영역 아래에 도입된 전류 확산층을 변화시켜 고전압 4H-SiC 전력 Diffused MOSFET(DMOSFET)에 대해 연구했다. Current Spreading Layer(CSL)의 두께(TCSL)를 0~0.9 um, CSL의 도핑 농도(NCSL)를 1~5×1016 cm-3으로 변화시키면서 소자의 전기적 특성을 분석하였다. TCAD 2D-simulation을 통해 최적화되었으며 CSL이 온 저항을 낮추는 것뿐만 아니라 항복전압도 낮춤으로써 CSL의 최적화의 중요성을 확인하였다. 최적화된 구조는 59.61 mΩ·cm2의 온저항, 5 kV의 항복전압, 0.43 GW/cm2의 Baliga's Figure of Merit(BFOM)을 보여주었다.

Electrical Characterization of Electronic Materials Using FIB-assisted Nanomanipulators

  • Roh, Jae-Hong;You, Yil-Hwan;Ahn, Jae-Pyeong;Hwang, Jinha
    • Applied Microscopy
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    • 제42권4호
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    • pp.223-227
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    • 2012
  • Focused Ion Beam (FIB) systems have incorporated versatile nanomanipulators with inherent sophisticated machining capability to characterize the electrical properties of highly miniature components of electronic devices. Carbon fibers were chosen as a model system to test the applicability of nanomanipulators to microscale electronic materials, with special emphasis on the direct current current-voltage characterizations in terms of electrode configuration. The presence of contact resistance affects the electrical characterization. This resistance originates from either i) the so-called "spreading resistance" due to the geometrical constriction near the electrode - material interface or ii) resistive surface layers. An appropriate electrode strategy is proposed herein for the use of FIB-based manipulators.

신장성 지오그리드 보강재의 포설길이에 따른 인발정수 (Pullout Parameter According to the Length of Spreading of Extensible Geogrid Reinforcement)

  • 박종범;주재우;나현호
    • 한국지반신소재학회논문집
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    • 제16권4호
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    • pp.241-249
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    • 2017
  • 보강토 구조물에서 흙과 보강재 상호작용은 접촉면 마찰저항 또는 보강재 인발저항에 의해 발생되며, 신장성 지오그리드 보강재의 인발정수를 측정하기 위하여 일반적으로 인발시험을 실시한다. 인발시험시 인발정수에 영향을 미치는 요소는 뒷채움재의 밀도, 보강재의 형상, 토피하중, 보강재의 포설길이 등이 있다. 본 연구에서는 인발시험시 합리적인 인발정수 산정을 위한 신장성 보강재의 포설길이를 제안하고자 인발시험을 실시하였으며, 보강재 포설길이는 각각 32cm, 52cm, 72cm, 100cm로 선정하였다. 인발시험결과 보강재 포설길이에 따른 인발정수의 영향을 분석하였으며, 인발시험에서 흙과 보강재사이의 마찰저항은 보강재 포설길이가 증가할수록 증가함을 확인하였다.