• 제목/요약/키워드: ribs

검색결과 807건 처리시간 0.03초

개수로 흐름에서 사다리꼴 돌출줄눈의 벽면조도 효과 (Wall-roughness effects of trapezoidal ribs on the flow of open channel)

  • 신승숙;박상덕;박호국
    • 한국수자원학회논문집
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    • 제52권4호
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    • pp.255-264
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    • 2019
  • 산지하천 만곡부의 홍수피해를 줄이고자 사다리꼴 단면의 돌출줄눈을 하천옹벽에 설치하였다. 본 연구에서는 사다리꼴 형상에 의한 흐름저항 효과를 파악하고자 개수로 측벽에 사다리꼴 돌출줄눈을 설치하여 수리실험을 수행하였다. 벽면조도가 k형에 해당하는 ${\lambda}_{nv}$가 6, 9, 12인 경우에 대해 유량에 따른 흐름특성을 파악하였다. 흐름저항은 돌줄줄눈의 설치간격이 멀어짐에 따라 전반적으로 증가하였다. 고유량 조건에서 최대마찰계수는 ${\lambda}_{nv}$가 9일 때 발생하였다. 사다리꼴 돌출줄눈은 정사각형 돌출줄눈과 비교해 흐름저항은 상대적으로 작았지만, 사다리꼴의 형상저항은 전체 흐름저항의 평균 62%를 차지했다. 벽면조도 증가에 따른 흐름저항 효과를 극대화하기 위한 사다리꼴 돌출줄눈의 최적 설치간격은 돌출줄눈 높이의 9~12배 범위임을 확인하였다.

Effects of vertical ribs protruding from facades on the wind loads of super high-rise buildings

  • Quan, Yong;Hou, Fangchao;Gu, Ming
    • Wind and Structures
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    • 제24권2호
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    • pp.145-169
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    • 2017
  • The auxiliary structures of a high-rise building, such as balconies, ribs, and grids, are usually much smaller than the whole building; therefore, it is difficult to simulate them on a scaled model during wind tunnel tests, and they are often ignored. However, they may have notable effects on the local or overall wind loads of the building. In the present study, a series of wind pressure wind tunnel tests and high-frequency force balance (HFFB) wind tunnel tests were conducted on rigid models of an actual super high-rise building with vertical ribs protruding from its facades. The effects of the depth and spacing of vertical ribs on the mean values, fluctuating values and the most unfavorable values of the local wind pressure coefficients were investigated by analyzing the distribution of wind pressure coefficients on the facades and the variations of the wind pressure coefficients at the cross section at 2/3 of the building height versus wind direction angle. In addition, the effects of the depth and spacing of vertical ribs on the mean values, fluctuating values and power spectra of the overall aerodynamic force coefficients were studied by analyzing the aerodynamic base moment coefficients. The results show that vertical ribs significantly decrease the most unfavorable suction coefficients in the corner recession regions and edge regions of facades and increase the mean and fluctuating along-wind overall aerodynamic forces.

단락요철이 회전덕트 내 압력강하에 미치는 영향 (Effects of Discrete Ribs on Pressure Drop in a Rotating Two-Pass Duct)

  • 김경민;이동현;조형희
    • 설비공학논문집
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    • 제18권5호
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    • pp.443-450
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    • 2006
  • The present study has been conducted to investigate the effects of rotation on heat/mass transfer and pressure drop characteristics in a two-pass square duct with and without discrete ribs. For stationary cases, the heat/mass transfer on the surfaces with and without discrete ribs is almost the same or reduced. For rotating cases, the gap flow affects differently the heat/mass transfer on leading and trailing surfaces with discrete ribs. On the leading surface of the first pass, the heat/mass transfer is slightly enhanced due to generating strong gap flow. On the trailing surface of the first pass, however, the heat/mass transfer is much decreased because the gap flow disturbs impingement of main flow. The phenomenon, that is, the heat/mass transfer discrepancy between the leading and trailing surfaces is distinctly presented with the increment of rotation number. The friction losses on each surface with discrete ribs are reduced because the blockage ratio decreases for both non-rotating and rotating cases. Therefore, high thermal performance appears in a duct with discrete ribs.

Mechanical analysis of tunnels supported by yieldable steel ribs in rheological rocks

  • Wu, Kui;Shao, Zhushan;Qin, Su;Zhao, Nannan
    • Geomechanics and Engineering
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    • 제19권1호
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    • pp.61-70
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    • 2019
  • Yieldable steel ribs have been widely applied in tunnels excavated in rheological rocks. For further understanding the influence of yieldable steel ribs on supporting effect, mechanical behavior of tunnels supported by them in rheological rocks is investigated in this paper. Taking into account the deformation characteristic of yieldable steel ribs, their deformation is divided into three stages. In order to modify the stiffness of yieldable steel ribs in different deformation stages, two stiffness correction factors are introduced in the latter two stages. Viscoelastic analytical solutions for the displacement and pressure in the rock-support interface in each deformation stage are obtained. The reliability of the theoretical analysis is verified by use of numerical simulation. It could be concluded that yieldable steel ribs are able to reduce pressure acting on them without becoming damaged through accommodating the rock deformation. The influence of stiffness correction factor in yielding deformation stage on pressure and displacement could be neglected with it remaining at a low level. Furthermore, there is a linearly descending relationship of pressure with yielding displacement in linear viscoelastic rocks.

Closed-Cell Type Barrier Ribs using Molds Prepared by Inclined UV Lithography

  • Kim, Ki-In;Kim, Yong-Seog
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2004년도 Asia Display / IMID 04
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    • pp.571-574
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    • 2004
  • Symmetric closed-cell type barrier ribs of PDP were formed by capillary molding process using molds prepared by inclined UV lithography process. The effects of inclining angle of barrier ribs on the sintering shrinkage and luminance of panel were examined. The results indicate that the barrier ribs of inclined morphology affect the sintering shrinkage and luminance efficiency significantly.

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Effect of barrier rib morphologies on luminance of PDP

  • Chang, Tae-Jung;Park, Do-Young;Kim, Yong-Seog
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2004년도 Asia Display / IMID 04
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    • pp.727-730
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    • 2004
  • Closed-cell type barrier ribs such as honeycomb, SDR, inverse SDR and waffle types were produced using capillary molding process. Phosphor layers were formed by osmosis coating process on those barrier ribs. Using the rear plate with closed-cell ribs, the luminance and its efficiency was measured. The results demonstrated a significant improvement in efficiency by combining closed-cell type ribs with a new phosphor forming technology

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The formation of barrier ribs for PDP by capillary infiltration method

  • Kim, Yong-Ho;Kim, Yong-Seog
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2002년도 International Meeting on Information Display
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    • pp.1088-1090
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    • 2002
  • In this study, a new processing route of barrier ribs for the plasma display panels was attempted. A slurry containing ceramic powders for the barrier ribs, binder, hardener, and other additives, was molded into a PDMS mold by capillary infiltration process. The molded slurry was cured prior to mold removal. It was demonstrated that the process can fabricate successfully the cell type barrier ribs of PDP.

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대칭 하중을 받는 포물선 아치 리브의 탄성 면내 좌굴 강도 (In-plane elastic buckling strength of parabolic arch ribs subjected symmetrical loading)

  • 문지호;윤기용;김성훈;이학은
    • 한국강구조학회 논문집
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    • 제17권2호통권75호
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    • pp.161-171
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    • 2005
  • 대칭 하중을 받는 아치 리브의 경우 면내 강성이 가해지는 하중에 비하여 작은 경우 예기치 않게 면내 방향으로 좌굴이 발생하게 된다. 아치 리브의 종국 면내 좌굴 강도는 재료의 비탄성이 고려되어야 한다. 하지만 탄성 면내 좌굴 강도는 세장비가 큰 경우에는 재료의 탄성 범위에서 좌굴이 발생하기도 하며, 세장비가 작은 경우에도 아치의 지간이나 라이즈, 단면의 개략적인 형태를 결정하는 초기 설계에 유용하게 사용된다. 본 논문에서는 아치 교량의 설계에 자주 이용되는 대칭 하중을 받는 포물선 아치 리브의 형상에 관하여 비선형 유한 요소 해석을 사용하여 탄성 면내 좌굴 강도에 대하여 연구를 수행 하였다. 연구 결과 기존의 탄성 좌굴 이론에서는 휨강성과 탄성 좌굴 강도는 비례하지만, 비선형 해석 결과 아치 단면의 세장비가 작을 경우 휨강성과 아치의 탄성 좌굴 강도가 비선형적인 관계를 보이는 것을 밝혔다.

재하 크기에 따른 개단면 리브 보강판의 국부 처짐과 국부 모멘트의 정형화 (Formulating the Local Displacement and Local Moments of a Plate Stiffened with Open Ribs According to the Loading Sizes)

  • 주석범
    • 한국강구조학회 논문집
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    • 제25권3호
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    • pp.267-278
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    • 2013
  • 본 연구에서는 개단면 리브를 갖는 보강판에서 발생하는 국부처짐과 모멘트가 정사각형 재하크기에 따라 어떻게 변화하는지 분석하여 이를 정형화 하고자 하였다. 평강 리브와 역T형 리브를 갖는 보강판에 대하여 각각의 재하크기별로 여러 가지 제원 변화에 따른 비율함수를 구하여 분석한 결과, 재하크기에 따라 기준 보강판의 값에는 차이가 있으나 리브 간격을 제외하고, 각 제원별 비율 함수에는 큰 차이가 없어 재하크기를 통합하여 표현 가능함을 알 수 있었다. 또한, 평강 리브와 역T형 리브의 차이도 크지 않아 리브 형태와 상관없이 통합한 하나의 함수로 사용 가능함을 알 수 있었으며, 이러한 통합된 하나의 비율함수식을 적용한 결과 상당한 정확도를 나타내었다. 본 연구에서 제안한 통합 함수를 L형 리브와 직사각형 재하에 적용한 결과, 타당한 결과를 나타내어 통합 함수의 적용성을 확인할 수 있었다. 따라서 본 연구에서 제안한 통합 비율함수식을 이용하면, 개단면 리브를 갖는 보강판에서 발생하는 국부처짐과 국부 모멘트 결과를 간편하게 얻을 수 있을 것으로 판단된다.

사각 덕트 내부 열전달 향상을 위한 요철의 단락 효과 (Effects of Discrete Rib-Turbulators on Heat/Mass Transfer Augmentation in a Rectangular Duct)

  • 권혁진;우성제;조형희
    • 대한기계학회논문집B
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    • 제24권5호
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    • pp.744-752
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    • 2000
  • The influence of arrangement and length of discrete ribs on heat/mass transfer and friction loss is investigated. Mass transfer experiments are conducted to obtain the detailed local heat/mass transfer information on the ribbed wall. The aspect ratio (width/height) of the duct is 2.04 and the rib height is one tenth of the duct height, such that the ratio of the rib height to hydraulic diameter is 0.0743. The ratio of rib-to-rib distance to rib height is 10. The discrete ribs were made by dividing each continuous rib into 2, 3 or 5 pieces and attached periodically to the top and the bottom walls of the duct with a parallel orientation The combined effects of rib angle and length of the discrete ribs on heat/mass transfer ae considered for the rib angles $({\alpha})\;of\;90^{\circ}\;and\;45^{\circ}$. As the number of the discrete ribs increases, the uniformity of the heat/mass transfer distributions increases. For $(\alpha})=90^{\circ}$, the heat/mass transfer enhancement with the discrete ribs is remarkable, while the heat/mass transfer performances are slightly higher than that of the transverse continuous ribs due to the accompanied high friction loss penalty. For $(\alpha})=90^{\circ}$, the average heat/mass transfer coefficients and the heat/mass transfer performances decrease slightly with the discrete ribs compared to the case of the angled continuous ribs.