• 제목/요약/키워드: static characteristics

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격자 볼츠만 방법을 이용한 미소 채널에서의 혼합효율 증가를 위한 수동형 믹서의 최적화 (Optimization of Passive Mixer for Enhanced Mixing in a Micro-channel by Using Lattice Bloltzmann Method)

  • 한규석;변성준;윤준용
    • 대한기계학회논문집A
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    • 제29권5호
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    • pp.707-715
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    • 2005
  • In this work, Scalar Passive code in Lattice Boltzmann Method is employed to simulate two-phase flow of low Reynolds number in a micro-channel. The mixing characteristics in a micro-channel is a function of Peclet number. The mixing length increases with the Peclet number. It is found that with the inclusion of static elements at the channel, rapid mixing of two liquids can be achieved, as shown by the results of computer simulations. The enhancement in mixing performance is thought to be caused by the generation of eddies and by lateral velocity component when the mixture flows past static elements. The results indicate that the size of static element has more effect on the mixing than the number of static element.

박판 정4각튜브의 동적 평균압괴하중 (The Dynamic Mean Crush Load of Thin-walled Square Tubes)

  • 김천욱;한병기;원종진
    • 한국자동차공학회논문집
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    • 제6권5호
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    • pp.119-127
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    • 1998
  • Assuming that the static loaded square tube and the dynamic loaded one have no difference in their characteristics of the crush distance, the theoretical mean dynamic crush load was calculated with respect to the impact speed considering the strain rate sensitivity of the material. The ratio of dynamic to static mean crush load was predicted with previous results. The theoretical analysis was compared with the experimental results of aluminum square tubes axially loaded dynamically.

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유리섬유 보강 원형 철근콘크리트 교각의 내진성능에 관한 준정적 실험연구 (Quasi-Static Test for Seismic Performance of Circular R.C. Bridge Piers Before and After Retrofitting)

  • 정영수;이강균;한기훈;이대형
    • 콘크리트학회논문집
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    • 제11권5호
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    • pp.107-118
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    • 1999
  • 10 RC bridge piers have been made on a 1/3.4 scale model, and six piers of them were retrofitted with glassfiber. The have been tested in the quasi-static cyclic load so as to investigate their seismic enhancement before and after retrofitting with glassfibers. The objective of this experimental study is to investigate how to strength the ductility of reinforced concrete bridge piers which have been nonseismically designed and constructed in Korea before 1992. Important test parameters are axial load, load pattern, retrofit type. Glassfiber sheets were used for retrofitting in the plastic hinge region of concrete piers. The nonlinear behavior of bridge columns have been evaluated through their yield and ultimate strength, energy dissipation, displacement ductility and load-deflection characteristics under quasi-static cyclic loads. It can be concluded from the test that concrete piers strengthened with glassfibers have been enhanced for their ductile behavior by approximate 50%.

벨마우스 깊이가 다른 소형축류홴의 공력특성에 대한 실험적 연구 (Experimental Study on the Aerodynamic Performance Characteristics of a Small-Size Axial Fan with the Different Depths of Bellmouth)

  • 김장권;오석형
    • 동력기계공학회지
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    • 제17권6호
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    • pp.73-78
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    • 2013
  • A Small-size axial fan(SSAF) has widely been utilized to circulate a cooling air in a refrigerator, etc. Generally, the aerodynamic performance of SSAF is strongly dependent upon the depth between SSAF and bellmouth, and it includes axial, partially stalled, mostly stalled and radial flow regions according to the flow coefficient. In this study, four kinds of bellmouth depths were considered to analyze the aerodynamic performance of SSAF. As a bellmouth depth increases, a maximum flowrate decreases, but a maximum static pressure increases. Also, stall region includes an inflection point in all aerodynamic performance curves. Finally, a static pressure efficiency shows the maximum value of 37%.

질화규소의 피로균열진전과 입자가교효과 (Bridging Effect and Fatigue Crack Growth of Silicon Nitride)

  • 유성근
    • 한국세라믹학회지
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    • 제33권11호
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    • pp.1203-1208
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    • 1996
  • 질화규소의 균열진전시험은 정적 및 반복사중하의 균열진전특성을 명확히 밝혔다. 일정 K값의 정적하중에서 균열진전속도는 균열진전증가와 더불어 감소하고 최종적으로는 정지하였다. 또 균열진전저항은 응력반복에 의해 크게 감소하였다. 특히 균열진전저항은 균열진전증가와 더불어 증가하였고, 증가속도는 정적하중보다 반복하중하에서 훨씬 작았다.

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1,700 V급 Static Induction Thyristor 소자 최적화 (Optimization of 1,700 V Static Induction Thyristor Devices)

  • 문경숙;구상모
    • 한국전기전자재료학회논문지
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    • 제30권7호
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    • pp.423-426
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    • 2017
  • The designing approaches with consideration offabrication process technologies for high-frequency, high-powered, silicon-based static induction thyristors (SITH) are presented. The effects of doping concentration and thickness on the I-V characteristics and power performance of the devices are discussed. The dependence of SITH switching performances on material, geometric structure, and technological parameters isexamined by using two-dimensional simulations. Thick-epitaxy technology is found to be one of the most critical steps in realizing the proposed structure and switching times, $t_{off}$, of SITH, which may be reduced to below ${\sim}0.26{\mu}s$ for the proposed 1,700 V SITH devicesafter optimization.

유한요소법을 이용한 주축 인터페이스부의 정강성 특성 (Static Stiffness Characteristics of Main Spindle Interface using Finite Element Method)

  • 황영국;정원지;이춘만
    • 한국공작기계학회논문집
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    • 제16권1호
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    • pp.40-46
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    • 2007
  • High speed machining has become the main issue of metal cutting. Due to increase of the rotational speed of the spindle, problems such as the run-out errors and reduced stiffness must be overcome to improve the machining accuracy. In order to solve the problems, it is important to determine the appropriate clamping unit and tooling system. This paper presents an investigation into an analysis of static stiffness in the main spindle interface. Finite element analysis is performed by using a commercial code ANSYS according to variation of cutting force, clamping force and rotational speed. From the finite element results, it is shown that the rotational speed and clamping force mostly influence on the variation of the static stiffness in the main spindle interface.

고속철도용 윤축의 정${\cdot}$동적파괴인성 평가 (Static and Dynamic Fracture Toughness of Wheelset for High Speed Train)

  • 권석진
    • 한국철도학회논문집
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    • 제8권3호
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    • pp.210-215
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    • 2005
  • The safety evaluations of railway wheelsets make use of the static fracture toughness obtained in ingot materials. The static fracture toughness of wheelset materials has been extensively studied by experiments, but the dynamic fracture toughness with respect to wheelset materials has not been studied enough yet. It is necessary to evaluate the characteristics of the fracture mechanics depending on each location for a full-scale wheelset for high-speed trains, because the load state for each location of the wheelset while running is different the contact load between the wheel and rail, cyclic stress in the wheel plate, etc. This paper deals with the fracture toughness depend on load rates. The fracture toughness depending on load rate data shows that once the downward curve from quasi-static values was reached, subsequent values showed a slow increase with respect to the impact velocity. This means that dynamic fracture toughness should be considered in the design code of the wheelset material.

Nonlinear Aeroelastic Analysis of a High-Aspect-Ratio Wing with Large Deflection Effects

  • Kim, Kyung-Seok;Lim, In-Gyu;Lee , In;Yoo, Jae-Han
    • International Journal of Aeronautical and Space Sciences
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    • 제7권1호
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    • pp.99-105
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    • 2006
  • In this study, nonlinear static and dynamic aeroelastic analyses for a high-aspect-ratio wing have been performed. To achieve these aims, the transonic small disturbance (TSD) theory for the aerodynamic analysis and the large deflection beam theory considering a geometrical nonlinearity for the structural analysis are applied, respectively. For the coupling between fluid and structure, the transformation of a displacement from the structural mesh to the aerodynamic grid is performed by a shape function which is used for the finite element and the inverse transformation of force by work equivalent load method. To validate the current method, the present analysis results of a high-aspect-ratio wing are compared with the experimental results. Static deformations in the vertical and torsional directions caused by an angle of attack and gravity loading are compared with experimental results. Also, static and dynamic aeroelastic characteristics are investigated. The comparisons of the flutter speed and frequency between a linear and nonlinear analysis are presented.