• 제목/요약/키워드: Critical height

검색결과 456건 처리시간 0.028초

분류층 연소기내의 유동해석 (Flow Analysis in a Entrained Flow Combustor)

  • 양희천;김중현
    • 한국마린엔지니어링학회:학술대회논문집
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    • 한국마린엔지니어링학회 2000년도 추계학술대회 논문집(Proceeding of the KOSME 2000 Autumn Annual Meeting)
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    • pp.30-36
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    • 2000
  • A numerical study was conducted to investigate the effects of flow parameters in a entrained flow combustor on the flow characteristics. The computational model was based on the gas phase Eulerian equations of mass, momentum and energy. The code was formulated with RNG k-$\varepsilon$ model for turbulent flow. The calculation parameters were the magnitude of primary and secondary jet velocity and the height difference between primary and secondary jet. As the secondary jet velocity increased, the upper recirculation zone of the primary jet was strengthened. It was found that as the primary jet velocity increased, there was a critical jet velocity at which the size of upper and lower recirculation zone was changed.

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하중을 고려한 인간 공학적 휠 밸런스 설계 (THE DESIGN ON A WHEEL BALANCER BY THE LOAD HANDLING GUIDELINES)

  • 양성모
    • 한국생산제조학회지
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    • 제8권6호
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    • pp.50-54
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    • 1999
  • In the process of designing a wheel balancer an ergonomic evaluation model has shown that manual tire handling onthe machine was often the major problem, The root of the problem lay in the design of machine's shaft which is influenced by the opeative handling task. Several methods were reviewed for determining the correct shaft' sizes but the Revised NIOSH Equation and the Lifting Stress Calculator were found to be the only suitable models for this study. An application of these mathematical models has shoed that the shaft length and the shaft height were the most critical measurement By analyzing these conclusion s the correct shaft size parameters became clearly defined.

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Seismic behavioral fragility curves of concrete cylindrical water tanks for sloshing, cracking, and wall bending

  • Yazdabad, Mohammad;Behnamfar, Farhad;Samani, Abdolreza K.
    • Earthquakes and Structures
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    • 제14권2호
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    • pp.95-102
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    • 2018
  • Seismic fragility curves of concrete cylindrical tanks are determined using the finite element method. Vulnerabilities including sloshing of contents, tensile cracking and compression failure of the tank wall due to bending are accounted for. Effects of wall flexibility, fixity at the base, and height-diameter ratio on the response are investigated. Tall, medium and squat tanks are considered. The dynamic analysis is implemented using the horizontal components of consistent earthquakes. The study shows that generally taller tanks are more vulnerable to all of the failure modes considered. Among the modes of failure, the bending capacity of wall was shown to be the critical design parameter.

대기압 저감에 따른 헤드/디스크 인터페이스의 트라이볼로지 특성 분석 (Effect of Reduced Ambient Pressure on the Tribological Behavior of Head/Disk Interface)

  • 한동국;박준우;김대은
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 1999년도 제30회 추계학술대회
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    • pp.303-309
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    • 1999
  • Optimum tribological performance of the head/disk system is critical in maintaining reliable data processing in a hard disk drive. Particularly, as the flying height of the slider continues to decrease with increasing recording density, frictional interaction between the slider and the disk need to be better understood. In this work the effect of reduced ambient pressure on the tribological behavior of the head/disk interface is presented. It is found that surface damage of the components can be accelerated by reducing the ambient pressure. This method may be utilized to assess slider/disk compatibility of newly developed systems in short time.

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열처리 조건에 따른 Al-Si 접촉 (Al-Si Contact on Annealing condition)

  • 김대형;유석빈;김창일;장의구
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1990년도 하계학술대회 논문집
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    • pp.261-264
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    • 1990
  • The specific contact resistance(SCR) of metal-semiconductor interface is an important design parameter for VLSI interconnecting technology. As the critical feature size of the integrated structures decrease, the physical size of ohmic contacts will also decrease and the series contact resistance will increase. Al-Si contacts on the annealing condition are studied. The propreties of the contacts depend considerably on the annealing procedures. Barrier height is measured from Capacitance-Voltage characteristics. The specific contact resistance are analyzed using a modified four point method.

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와이어 하네스의 압착공정에서 설계변수가 압축률에 미치는 영향 연구 (Effects of Design Variables on Compression Rate of Wire in Connector Crimping Process of Wire Harness Using FEM)

  • 구선모;최현순;김영석
    • 소성∙가공
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    • 제19권5호
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    • pp.305-310
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    • 2010
  • Recently industry of motor vehicle is making a gradual progress of automotive electric components. According to this step, wire harness equipped at motor vehicle is also increased. The most important component at the wire harness is electric connector. At the manufacturing process of electric connector, exactly at the crimping process, design variables, such as clamping-height, clamping-width and clamping die shape are critical parameters to assure satisfactory harness shape in clamping process of electric connector. In this study we have performed FEM simulation for clamping process and clarified the effect of design variables on compression rate of wire.

CFRD의 담수 후 정부침하량 예측 (Crest Settlement Prediction of Concrete Faced Rock-Fill Dam After Initial Impounding)

  • 김용성;박한규;임희대
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2005년도 학술발표논문집
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    • pp.349-354
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    • 2005
  • In this study, settlement characteristics of 23 CFRD was investigated from monitoring data and the method to estimate the crest settlements considering internal settlement during constructions was proposed. Moreover, crest settlement smaller than 20cm and deflection of face slab smaller than 20cm are not considered to be critical to the stability of large dam whose height is over 40m. Therefore, we assigned the region as safe zone that can be used as a guideline of maintenance of dam. These estimated data can be used in the design, construction and long-term maintenance in domestic CFRD hereafter.

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초고층 건설용 리프트의 최적 호출 응답 알고리즘 개발 (Development of An Optimal Call-response Algorithm of Construction Lift for High-rise Building Construction)

  • 안희재;이동민;김태훈;조훈희;강경인
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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    • pp.6-7
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    • 2018
  • Although the importance of the construction lift is increasing, no improvements are being made to its operating system. This study proposed an optimal call-response algorithm of the construction lift for high-rise building construction by using image sensing technology, height measuring sensor, and load cell. This algorithm makes turn-around decision of the construction lift by considering the information and the number of user. It occurs when the call comes from a floor where the construction lift already have passed. The purpose of this study is to reduce the total latency of the construction lift user. Furthermore, it is possible to prevent delay in construction duration by carrying out a priority operation of the construction lift for the critical workforce.

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장방형 용기내 자성유체의 Benard유동에 대한 전열 제어 특성에 관한 연구 (A Study on the Heat Transfer Control Characteristics of Benard Flow a Magnetic Fluids in a Rectangular Enclosure)

  • 안종국;서이수;박길문
    • 한국유체기계학회 논문집
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    • 제7권4호
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    • pp.32-39
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    • 2004
  • This study deals with the Benard Flow of Magnetic Fluids in a rectangular cavity which the ratio between height and width is 1 : 4 and the base side or left side is a heating face while other sides are to be cooling faces. When Magnetic field was equally impressed, considering the internal rotation of the elementary ferromagnetic particle, we found the following result from the numerical analysis of the GSMAC algorithm applied to the equation of the magnetic fluid. Benard flow is controlled by intensity and direction of magnetic fields, and critical point appears when especially magnetic field with a heating base and side area near H=-7000 and H=-10000 is applied.

토목섬유보강 성토지지말뚝의 설계조건별 침하억제 효과 (Effect of the Settlement Reduction to each Geosynthetic Reinforced Pile Supported Embankments Design Condition)

  • 이일화;이성진;이수형;문인호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2009년도 춘계학술대회 논문집
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    • pp.1519-1524
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    • 2009
  • Construction of high-speed concrete track embankments over soft ground needs many of the ground improvement techniques. Drains, surcharge loading, and geosynthetic reinforcement, have all been used to solve the settlement and embankment stability issues associated with construction on soft soils. However, when time constraints are critical to the success of the project, another measures should be considered. Especially, since the design criteria of residual settlement is limited as 30mm for concrete track embankment, it is very difficult to satisfy this allowable settlement by using the former construction method. Pile net method consist of vertical columns that are designed to transfer the load of the embankment through the soft compressible soil layer to a firm foundation and one or more layers of geosynthetic reinforcement placed between the top of the columns and the bottom of the embankment. In this paper, three cases with different embankment height and number of geosynthetic reinforcement, were studied through FEM analysis for efficient use of pile net method.

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