• Title/Summary/Keyword: vertical interface

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Comparative Analysis of Models for Free Convective Film Condensation on an Isothermal Vertical Wall (등온 수직벽의 자연대류 막응축 모델에 관한 비교분석)

  • Sung, Hyun-Chan;Kim, Kyoung-Hoon
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.24 no.10
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    • pp.1380-1387
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    • 2000
  • The existing theoretical models for steady two-dimensional free convective laminar film condensation of pure saturated or superheated vapor under atmospheric pressure on isothermal vertical wall have been reviewed. To investigate the effects such as inertia, thermal convective and liquid-vapor interface shear stress, the models of constant or variable properties in liquid film for condensation of saturated vapor are compared in detail with Nusselt model. Also, for condensation of superheated vapor, the effects of superheated temperature and variable properties in liquid and vapor layers are examined and then a new correlation is proposed to predict the heat transfer. The results are in good agreement with the Shang's correlation within 2% errors.

A Study on the PCI Interface Design using Modified Image Interpolation Algorithm (개선된 영상 보간 알고리즘을 이용한 PCI 인터페이스 설계에 관한 연구)

  • Lee, In-Sup;Ko, Young-Oog;Kim, Hwan-Yong;Kim, Tae-Hyung
    • Proceedings of the KIEE Conference
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    • 2001.11c
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    • pp.409-412
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    • 2001
  • This paper decides provision of brightness by average value of horizontal pixel, vertical pixel association. Give weight at association value calculation to improve diagonal line characteristics, and applied method to add average of vertical pixel and average of diagonal line pixel at interpolation. Therefore it improves PSNR, and it proposed algorithm that improve horizontal outline and vortical outline characteristics in big area of luminance contrast. It changed scanning line of serial scan based on proposed algorithm and designed variable image system for efficient data transmission through PCI interface circuit.

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Comparative Analysis of Models for Free Convective Film Condensation on an Isothermal Vertical Wall (등온 수직벽의 자연대류 막응축 모델에 관한 비교분석)

  • Sung, Hyun-Chan;Kim, Kyoung-Hoon
    • Proceedings of the KSME Conference
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    • 2000.04b
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    • pp.31-36
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    • 2000
  • The existing theoretical models for steady two-dimensional free convective laminar film condensation or pure saturated or superheated vapor under atmospheric pressure on isotheraml vertical wall have been reviewed. To investigate the effects of inertia, thermal convective and liquid-vapor interface shear stress, the models of constant or variable properties in liquid film for condensation of saturated vapor are compared in detail with Nusselt model. Also, for condensation of superheated vapor the effects of superheated temperature and variable properties in liquid and vapor layer are examined and then new correlation is proposed to predict the heat transfer. The results are in good agreement with the Shang's correlation within 2% errors.

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Conjugate Heat Transfer by Natural Convection from a Horizontal Heat Exchanger Tube with a Long Vertical Longitudinal Plate Fin (단일(單一) 긴 수직평판(垂直平板)핀을 가진 수평전도관(水平傳導管)으로 부터의 자연대류(自然對流))

  • Bai, Dai Sok;Kwon, Sun Sok
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.1 no.1
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    • pp.64-72
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    • 1989
  • Laminar natural convection heat transfer from a horizontal heat exchanger tube with one infinitely long vertical plate fin has been studied by a finite-difference numerical procedure. In predicting convective heat transfer from a circular tube, the thermal boundary condition at solid fluid interface is usually assumed to be isothermal. However, in reality, the thermal boundary condition is not isothermal, and the tube has the thickness and the conductivity. So the temperature at the interface is not known a priori to the calculation. This problem has the conjugate phenomena which occur between the tube conduction and external natural convection, and between the fin conduction and external natural convection. Numerical results are obtained to determine the effects of the conductivity of solid wall and the thickness of tube wall on heat transfer. It is found that the conduction causes significant influence on the natural convection heat transfer at low K and high ${\delta}$.

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A User Satisfaction Based Touch Button Design (사용자 만족도를 고려한 터치 버튼 사이즈에 대한 연구)

  • Kim, Jin;Choi, Kwang-Soo
    • IE interfaces
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    • v.20 no.4
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    • pp.539-546
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    • 2007
  • This study has been conducted on touch screen interface design for mobile devices. It was intended to measure user’s satisfaction on one-handed thumb input mobile devices. Recent studies proposed the optimal touch button size, but it is inappropriate for mobile devices. Therefore, this study was focused on four touch key factors-width, height, the horizontal and vertical distance between touch keys-as independent variables. The ANOVA results showed that the user satisfaction of four touch key factors was significantly affected by the thumb input. It also apparent that the interactions between four factors were significant. As a result, the horizontal and vertical distance as well as the width and height affected the satisfaction of users. In addition, this study suggested satisfaction models which represent the top 30%, 50%, 70% of user satisfaction measurement. The results of this study could be used to design touch keys that are able to enhance the usability on touch screen based mobile devices.

Settlement of and load distribution in a granular piled raft

  • Madhav, Madhira R.;Sharma, J.K.;Sivakumar, V.
    • Geomechanics and Engineering
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    • v.1 no.1
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    • pp.97-112
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    • 2009
  • The interactions between a granular pile and raft placed on top are investigated using the continuum approach. The compatibility of vertical and radial displacements along the pile - soil interface and of the vertical displacements along the raft - top of ground interfaces are satisfied. Results show that consideration of radial displacement compatibility does not influence the settlement response of or sharing of the applied load between the granular pile and the raft. The percentage load carried by the granular pile (GP) increases with the increase of its stiffness and decreases with the increase of the relative size of raft. The normal stresses at the raft - soil interface decrease with the increase of stiffness of GP and/or relative length of GP. The influences of GP stiffness and relative length of GP are found to be more for relatively large size of raft. The percentage of load transferred to the base of GP increases with the increase of relative size of raft.

Numerical Simulation of a Taylor Bubble Rising in a Vertical Tube (수직관에서 상승하는 Taylor 기포의 수치해석)

  • Son, Gi-Heon
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.25 no.3
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    • pp.373-380
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    • 2001
  • In this study, a single Taylor bubble and a train of Taylor bubbles rising in a vertical tube were simulated numerically. A finite difference method was used to solve the mass and momentum equations for the liquid-gas region. The liquid-gas interface was captured by a level set function which is defined a signed distance from the interface. For a train of Taylor bubbles repeated periodically in space, the periodic conditions were imposed at the boundaries normal to the gravitational direction and the pressure boundary conditions were iteratively determined so that the computed flow rate should be equal to a given flow rate. Based on the numerical simulation, the calculated shape and rise velocity of a Taylor bubble were found to be in good agreement with the experimental data reported in the literature.

Evaluation of Shear Strength at Interface Between Geotextile and Cementitious Binder Materials (시멘트계 결합재가 적용된 지오텍스타일의 접촉면 전단강도 평가)

  • Son, Dong-Geon;Byun, Yong-Hoon
    • Journal of The Korean Society of Agricultural Engineers
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    • v.64 no.1
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    • pp.91-98
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    • 2022
  • Multi-layered geotextile tubes may have problems on its stability when used as cofferdam. This study presents the shear strength characteristics at the interface between geotextiles and a cementitious binder material to improve the stability of the multi-layered geotextile tubes. In this study, two different types of geotextiles are used. After mixing with a rapid setting cement, fly ash, sand, accelerator, and water, the cementitious binder material is prepared at the interface between two geotextile samples and cured under water for a desired period. The specimen is placed on upper and lower direct shear boxes by using clamping systems. A series of direct shear tests for two different geotextiles are performed along the curing time under three vertical stresses. Experimental results show that the shear strength at the interface between the cementitious binder material and geotextiles is greater than that at the interface between two geotextiles. For two types of geotextiles, apparent cohesion occurs at the interface between the cementitious binder material and geotextiles. In addition, the friction angles for any curing time are improved, compared to the interface between two geotextiles. The cementitious binder material suggested for the interface between two geotextiles may be useful for the reinforcement of multi-layered geotextile tubes.

Analysis of Solidification Process Around a Vertical Tube Considering Density Change and Natural Convection (수직원관 주위에서 밀도차와 자연대류를 고려한 응고과정 해석)

  • 김무근;노승탁
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.16 no.1
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    • pp.142-155
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    • 1992
  • Numerical analysis is performed for the unsteady axisymmetric two dimensional phase change problem of freezing of water around a vertical tube. Heat conduction in the tube wall and solid phase, natural convection in liquid phase and volume expansion caused by density difference between solid and liquid phases are included in the numerical analysis. Existing correlation is used for estimating density-temperature relation of water, and the effect of volume expansion is reflected as fluid velocity at the interface and the free surface. As pure water has maximum density at 4.deg. C, it is found that there exists an initial temperature at which the flow direction reverses near the interface and by this effect the slope of interface becomes reversed depending on the initial temperature of water. By considering natural convection and solid-liquid density difference in the calculation, their effects on phase change process are studied and the effects of various parameters are also studied quantitatively.

Experimental Study on Interface Shear Strength of Concrete in Vertical Construction Joint (콘크리트 수직시공이음 접합면의 전단강도에 대한 실험적 연구)

  • Kim, Ook-Jong;Kim, Young-Chan
    • Journal of the Korean Society of Safety
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    • v.19 no.2
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    • pp.125-129
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    • 2004
  • In masive concrete placement, cracking problem due to hydration heat is frequently encountered. One of measure to solve this problem is to make a construction joint. However, it is cumbersome to make it by chipping the surface of joint. In this study, push-out test for 18 specimens was conducted to compare the interface shear strength of consturction joints whose surfaces were prepared with three methods; chipping, rib-lath, folded rib-lath. Compared to the specimens made with conventional surface chipping, those with rib-lathe showd excellent preformance increasing shear resistance capacity and the role of shear key conceived by folding rib-lath played important role in enhancing shear resistance.