• 제목/요약/키워드: dimensionless

검색결과 1,064건 처리시간 0.031초

개방형 반복구조물의 진동국부화 (Vibration Localization of Open Loop Repeated Structures)

  • 하동진;유홍희
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 춘계학술대회논문집
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    • pp.489-494
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    • 2003
  • Vibration localization characteristics of open loop repeated structures with mistuning are investigated in this paper. Mistuning of a periodic structure often creates significant non-uniformity in vibration responses. As a result of the localization, critical fatigue problems often occur in repeated structures. Therefore, it is of great importance to predict the vibration response of the mistuned repeated structures accurately. In this paper, a simplified model for the open-loop repeated structure is introduced and dimensionless parameters which influence the localization characteristics are identified. The effects of the parameters on the localization characteristics are investigated through numerical study.

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Submerged Membrane Breakwaters I: A Rahmen Type System Composed of Horizontal and Vertical Membranes

  • Kee, Sung-Tae
    • International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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    • 제5권1호
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    • pp.14-21
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    • 2002
  • In the present paper, the hydrodynamic properties of a Rahmen-type, flexible, porous breakwater interacting with obliquely or normal- incident small amplitude waves are numerically investigated. This system is composed of dual vertical porous membranes, hinged at the side edges of a submerged horizontal membrane. The dual vertical membranes are extended downward and hinged at seabed. The effects of permeability, Rahmen-type membrane breakwater geometry, pre-tensions on membranes, relative dimensionless wave number, and incident wave headings are thoroughly examined.

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DESIGN ANALYSIS OF OFFSET STRIP FIN HEAT EXCHANGER

  • ;이관수
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회B
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    • pp.2131-2136
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    • 2008
  • The characteristics of heat transfer and pressure drop in an offset strip fin heat exchanger was studied with a steady-state three dimensional numerical model. Flow Reynolds number $Re_{dh}$ ranged from 10 to 3500 and Prandtl number Pr ranged from 0.7 to 50. The dimensionless performance factors, i.e. 'the pumping power factor F' and 'the heat transfer performance factor J' were analyzed and obtained a relationship between them. Finally, the prediction of F and J factors was generalized for different Prandtl numbers.

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기류가 있는 관에서 가열에 의한 열음향력의 발생 (Thermoacoustic Power Generation by a Heater in a Tube with Air Current)

  • 권영필;이병호
    • 한국음향학회지
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    • 제3권1호
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    • pp.9-15
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    • 1984
  • Thermoacoustic oscillation induced by a heater in a tube with air current is studied theoretically. Linearized perturbation equations are derived in dimensionless form under the assumption that the system is one dimensional. The equation to predict the acoustic power generation from a heating surface is derived and calculated by solving differential equations numerically. The effect of the mean velocity of the air current is illustrated. The energy conversion mechanism is shown by pressure-volume diagram like a heat engine.

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상변화 축열계의 비정상 해석 (A Study on Two Dimensional Phase Change Problem)

  • 원성필;노승탁
    • 대한설비공학회지:설비저널
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    • 제10권1호
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    • pp.12-21
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    • 1981
  • The Enthalpy Model was verified in order to analyze two- dimensional phase change problems. By using the Enthalpy Model, interface locations, frozen fraction rates, heat flux distribution rut cooled surfaces, and surface-integrated heat flux were purely numerically calculated in rectangular thermal storage units, whose initial condition was saturated liquid and phase change material was cooled on its boundaries by convective heat transfer. The calculations were performed for various Stefan numbers and Biot numbers. The effect on those dimensionless numbers were explained.

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내성천 급만곡부에서 유량 변화에 의한 흐름 및 하도변화 수치모의 (Numerical Simulation of Flow Characteristics and Channel Changes with Discharge in the Sharped Meandering Channel in the Naeseongcheon, Korea)

  • 장창래
    • Ecology and Resilient Infrastructure
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    • 제4권1호
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    • pp.24-33
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    • 2017
  • 본 연구에서 내성천 만곡부에서 유량의 변화에 의한 흐름 및 하도 변화를 2차원 수치모형인 Nays2DH를 이용하여 분석하였다. 만곡부를 통과 된 후에 하폭이 좁은 구간에서 만곡부 외측으로 수심이 깊게 형성되었다. 하폭이 넓은 구간에서는 점사주가 형성된 만곡부 내측에서는 수심이 얕게 형성되었다. 흐름이 집중되는 만곡부 외측에서는 수심이 깊게 형성되었다. 직선이 형성된 하류 구간에서 흐름은 하도 중앙에 집중되었다. 연속적으로 사행이 형성되면서 번갈아 가며 수심이 깊은 곳과 얕은 곳이 형성되었다. 이러한 특성은 사행하천에서 강한 2차류의 영향을 받아 형성된 것이다. 무차원소류력도 유속이 집중된 부분에 크게 나타났다. 그러나 하폭이 감소하고 급만곡부가 형성된 곳에서는 유속과 무차원소류력의 변화에 대한 하상고 변화가 일치되지 않았다.

Modelling of graded rectangular micro-plates with variable length scale parameters

  • Aghazadeh, Reza;Dag, Serkan;Cigeroglu, Ender
    • Structural Engineering and Mechanics
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    • 제65권5호
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    • pp.573-585
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    • 2018
  • This article presents strain gradient elasticity-based procedures for static bending, free vibration and buckling analyses of functionally graded rectangular micro-plates. The developed method allows consideration of smooth spatial variations of length scale parameters of strain gradient elasticity. Governing partial differential equations and boundary conditions are derived by following the variational approach and applying Hamilton's principle. Displacement field is expressed in a unified way to produce numerical results in accordance with Kirchhoff, Mindlin, and third order shear deformation theories. All material properties, including the length scale parameters, are assumed to be functions of the plate thickness coordinate in the derivations. Developed equations are solved numerically by means of differential quadrature method. Proposed procedures are verified through comparisons made to the results available in the literature for certain limiting cases. Further numerical results are provided to illustrate the effects of material and geometric parameters on bending, free vibrations, and buckling. The results generated by Kirchhoff and third order shear deformation theories are in very good agreement, whereas Mindlin plate theory slightly overestimates static deflection and underestimates natural frequency. A rise in the length scale parameter ratio, which identifies the degree of spatial variations, leads to a drop in dimensionless maximum deflection, and increases in dimensionless vibration frequency and buckling load. Size effect is shown to play a more significant role as the plate thickness becomes smaller compared to the length scale parameter. Numerical results indicate that consideration of length scale parameter variation is required for accurate modelling of graded rectangular micro-plates.

Storage Vault의 열유동 및 상사특성 평가 (Evaluation of Thermal-hydraulic and Scaling Characteristics for Storage Vault)

  • 유승환;방경식;김동희;이관수
    • 방사성폐기물학회지
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    • 제13권2호
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    • pp.131-140
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    • 2015
  • 본 연구에서는 저장볼트(storage vault)의 실험을 위하여 1/4 축소모델 내 튜브의 적정 발열량을 선정하고자 상사해석을 수행하였다. 저장볼트에 대한 열 및 유동 해석을 우선적으로 수행하였고, 크기를 1/4로 축소한 저장볼트에 대하여 동일한 전산해석을 수행하였다. 전산해석 결과를 바탕으로, 제안된 무차원수를 비교하여 원형모델과 온도분포와 유동분포가 유사하게 되는 발열량을 선정하였다. 1/4 축소 저장볼트 내 튜브의 열유속이 1.3배일 때, 원형 저장볼트와 1/4 축소 저장볼트의 온도장 및 유동장이 상사되었다. 이 때, 1/4 축소 저장볼트 내 발열량은 약 190 W이다.

공기를 작동 유체로 하는 열다이오드의 열성능에 관한 실험적 연구 (An Experimental Study on the Thermal Performance of Air Filled Thermal Diode)

  • 박이동;장영근;황인주
    • 태양에너지
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    • 제17권2호
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    • pp.35-42
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    • 1997
  • 열다이오드란 유체의 밀도차에 기인한 대류에 의하여 일방향성 열전달이 주로 일어나며 역방향의 열전달은 미미하도록 고안된 장치이다. 본연구에서는 실용적인 측면에서 평행사변형 형상과 직사각형 형상을 조합하고 좌우에 수직 평판을 설치하였으며, 내부 안내판을 가진 공기식 열다이오드를 제작하여 천이 및 정상상태에 관한 연구를 하였다. 공급된 열속에 따른 $Gr^*$$1.11{\times}10^{10}{\sim}1.4{\times}10^{10}$ 사이에 존재하였고 전체 실험 과정에 있어서 $Gr^*$ 값은 ${\pm}3%$ 이내로 유지되었다. $Gr^*$의 증가에 따라 Nu값은 거의 선형적으로 증가하는 경향을 보였으며 guide vane의 유무와 유동통로의 깊이(channel depth)에 따라서는 민감한 경향을 보였다. 경사각의 변화에 따라 온도상태가 무차원시간 $0.5{\sim}0.6$ 에서 나타나는 것으로 보아 시스템의 특성으로 본다.

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Effect of seismic acceleration directions on dynamic earth pressures in retaining structures

  • Nian, Ting-Kai;Liu, Bo;Han, Jie;Huang, Run-Qiu
    • Geomechanics and Engineering
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    • 제7권3호
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    • pp.263-277
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    • 2014
  • In the conventional design of retaining structures in a seismic zone, seismic inertia forces are commonly assumed to act upwards and towards the wall facing to cause a maximum active thrust or act upwards and towards the backfill to cause a minimum passive resistance. However, under certain circumstances this design approach might underestimate the dynamic active thrust or overestimate the dynamic passive resistance acting on a rigid retaining structure. In this study, a new analytical method for dynamic active and passive forces in c-${\phi}$ soils with an infinite slope was proposed based on the Rankine earth pressure theory and the Mohr-Coulomb yield criterion, to investigate the influence of seismic inertia force directions on the total active and passive forces. Four combinations of seismic acceleration with both vertical (upwards or downwards) and horizontal (towards the wall or backfill) directions, were considered. A series of dimensionless dynamic active and passive force charts were developed to evaluate the key influence factors, such as backfill inclination ${\beta}$, dimensionless cohesion $c/{\gamma}H$, friction angle ${\phi}$, horizontal and vertical seismic coefficients, $k _h$ and $k_v$. A comparative study shows that a combination of downward and towards-the-wall seismic inertia forces causes a maximum active thrust while a combination of upward and towards-the-wall seismic inertia forces causes a minimum passive resistance. This finding is recommended for use in the design of retaining structures in a seismic zone.