• 제목/요약/키워드: opening ratio

검색결과 616건 처리시간 0.031초

터널배수재 필터의 폐색 및 수리적 특성에 관한 연구 (A Study on Clogging and Hydraulic Properties for Drain Filters of Tunnels)

  • 문준석;한봉수;장연수;이두화
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2001년도 총회 및 춘계학술발표회
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    • pp.111-115
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    • 2001
  • Durability of tunnel drains is important, because the accumulation of groundwater around the tunnel due to clogging of filter or reduction of discharge capacity of drain causes reduction of the life time of tunnel linings. In this paper, clogging and discharge capacity of drain and filter of tunnels are evaluated using a gradient ratio test and filter design criteria. The results of the gradient ratio test showed that gradient ratio(GR) is high when fine content is high in the soil samples and equivalent opening size(EOS) of filter materials is small. Measured GR was less than allowable critical gradinet ratio : 3.0, which is the clogging criteria of U.S. Army Corps of Engineers.

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고강도 철근콘크리트 깊은 보의 전단거동에 대한 개구부 크기 및 위치의 영향 (Effect of the Size and Location of a Web Opening on the Shear Behavior of High-Strength Reinforced Concrete Deep Beams)

  • 양근혁;은희창;정헌수
    • 콘크리트학회논문집
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    • 제15권5호
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    • pp.697-704
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    • 2003
  • 본 연구의 목적은 장방형 개구부를 갖는 철근콘크리트 깊은 보에서 개구부 폭, 깊이 및 위치변화와 부재의 전단거동의 관계를 파악하고, 최대내력을 예측하기 위한 모델을 제시하는데 있다. 주요 변수로는 콘크리트 강도, 전단경간비, 개구부 폭, 깊이 및 위치 등이다. 시험체는 모두 25개이며 2점 대칭가력하였다. 실험결과로부터 개구부를 갖는 깊은 보의 전단거동은 개구부 크기와 전단경간비에 의해 가장 큰 영향을 받았으며, 이들이 증가할수록 이들이 증가 할 수록 콘크리트 설계기준은 불안전측에 있었다. 따라서 개구부 상$.$하 스트럿 작용과 주철근의 타이작용을 고려하여 개구부 효과를 반영한 깊은 보의 전단내력을 적절히 평가할 수 있는 모델을 제시하였다.

개구부 보강철근을 갖는 철근콘크리트 연속 깊은 보의 구조적 거동 (Structural Behavior of Reinforced Concrete Continuous Deep Beams with Reinforcement around Opening)

  • 양근혁;홍성우
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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    • pp.378-381
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    • 2006
  • Test results of four reinforced concrete two-span continuous deep beams are summarized. Main variables were the configuration of web opening reinforcement. Shear span-to-overall depth ratio and the size of the web opening were fixed by 1.0 and 0.5 a $\times$ 0.2 h, respectively. To control diagonal crack and enhance strength, it can be recommended that diagonal reinforcement crossing the crack plane joining between loading points and corner of openings should be provided.

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피로크랙 진전과정에서의 크랙열림점 평가에 관한 연구(I) (A Study on Evaluation of Crack Opening Point in Fatigue Crack Propagation Course ( I );Measurement of Crack Opening Point by Experiment)

  • 최병기;윤한용;박창언;정태권
    • 대한기계학회논문집
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    • 제15권3호
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    • pp.924-930
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    • 1991
  • 본 연구에서는 크립게이지와 스트레인게이지를 사용하여 정확한 크랙 열림점 의 값을 제시하고져 한다.

개구부를 갖는 조적벽체의 전단내력에 관한 연구 (Shear capacity of Unreinforced Masonry Wall with Opening)

  • 강대언;이원호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.69-72
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    • 2006
  • The objective of this study is to find out the shear capacity of URM wall and the variables that affect the shear capacity of URM wall such as the opening and the aspect ratio, considering four kinds of failure modes, sliding shear failure, toe crushing failure, and diagonal shear failure. The main varialble is the shape of opening of URM walls. First URM has one door, second has one window, third hase one door and one window, the last has two windows. The test results of URM with openings show that the specimens are governed by rocking failure mode.

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Internal pressures in buildings with a dominant opening and background porosity

  • Kim, P.Y.;Ginger, J.D.
    • Wind and Structures
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    • 제16권1호
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    • pp.47-60
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    • 2013
  • A dominant opening in a windward wall, which generates large internal pressures in a building, is a critical structural design criterion. The internal pressure fluctuations are a function of the dominant opening area size, internal volume size and external pressure at the opening. In addition, many buildings have background leakage, which can attenuate internal pressure fluctuations. This study examines internal pressure in buildings for a range of dominant opening areas, internal volume sizes and background porosities. The effects of background porosity are incorporated into the governing equation. The ratio of the background leakage area $A_L$ to dominant opening area $A_W$ is presented in a non-dimensional format through a parameter, ${\phi}_6-A_L/A_W$. Background porosity was found to attenuate the internal pressure fluctuations when ${\phi}_6$ is larger than 0.2. The dominant opening discharge coefficient, ${\kappa}$ was estimated to lie between 0.05 to 0.40 and the effective background porosity discharge coefficient ${\kappa}^{\prime}_L$, was estimated to be between 0.05 to 0.50.

밀폐공간에서 가스폭발에 의한 개구발생 후의 압력변화에 대한 해석 (Analysis of the Pressure Behavior with the Partial Rupture in Closed Vessel During Gaseous Explosion)

  • 윤재건;조한창;신현동
    • 한국안전학회지
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    • 제14권3호
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    • pp.40-47
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    • 1999
  • A numerical study on gaseous explosion was carried out to predict the transient pressure behavior with the partial rupture in confined vessels. Equations, assumptions and solutions for central ignition of premixed gases in closed spherical vessels are proposed with various equivalence ratios of gas fuel, as $CH_4$ and $C_3H_8$, vent areas and vent opening pressures. Given vent opening pressure in a vessel, the magnitude of second peak pressure results from the vent areas and burning velocity, varied by equivalence ratio of gas fuel. In a living room of an apartment, the higher second peak pressure than the vent pressure is not appeared due to its large window areas. As vent opening pressure is higher, the larger damage by gaseous explosion is expected and the larger vent area is necessary for relieving the damage. In the same concentration, the gaseous explosion by propane rather than methane shows the larger damage due to its higher adiabatic flame temperature and equivalence ratio.

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변단면률의 변화에 대한 개구부를 갖는 판의 진동해석 (Vibration Analysis of Plates with Openning about Variation Ratio)

  • 김일중
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.1177-1180
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    • 2007
  • This paper has the objects of deciding dynamic instability regions of thick plates by finite element method and providing kinematic design data for mats and slabs of building structures. In this paper, dynamic stability analysis of tapered opening thick plate is done by use of Serendipity finite element with 8 nodes considering shearing strain of plate. To verify this finite element method, buckling stress and natural frequencies of thick pate with or without in-plane stress are compared with existing solutions. The results are as follow that this finite element solutions with $4{\times}4$ meshes are shown the error of maximum 0.56% about existing solutions, and obtained dynamic instability graph according with variation of opening positions.

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Segmental Wedge를 이용한 차압식 유량측정 방법 (Flow rate Measurement Using Segmental Wedge as a Restriction Device for Differential Pressure)

  • 윤준용;성낙원
    • 한국유체기계학회 논문집
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    • 제9권3호
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    • pp.22-28
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    • 2006
  • The discharge coefficient in segmental wedge haying ninety degrees yeller angle for the five kinds of opening ratio with differential pressure taps located at both upstream and downstream of one diameter of pipe was measured. Main purpose of this work is placed on specifying the characteristic of discharge coefficient of a segmental wedge used as a primary element of flow metering devices, and suggestion for the fixed location of pressure taps useful. Although the range of the opening ratio over this work is more expanded than previous studies. The opening ratios of segmental wedge, namely 0.3, 0.4, 0.5, 0.6 and 0.7 were investigated. The Reynolds number based on the spool inside diameter ranges from 12,000 to 380,000.

상자포장 청과물의 송풍저항 특성 (Resistance to Air Flow through Packed Fruits and Vegetables in Vented Box)

  • 윤홍선;조영길;박경규
    • Journal of Biosystems Engineering
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    • 제20권4호
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    • pp.351-359
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    • 1995
  • In pressure cooling system, produce were packed in vented box and cooled rapidly by producing a difference in air pressure on opposite faces of stacks of vented box. So, energy requirements and performance of pressure cooling system depended upon the air flow rate and the static pressure drop through packed produce in vented box. The static pressure drop across packed produce in vented box normally depended upon air flow rate, vent area of box and conditions of produce bed (depth, porosity, stacking patterns, size and shape of products) in box. The objectives of this study were to investigate the effect of vent area and air flow rate on airflow resistance of empty box and packed produce in vented box, and to investigate the relationship between the air flow resistance of packed products in vented box and sum of air flow resistance of empty box only and products in bulk only. Mandarins and tomatoes were used in the experiment. The airflow rate were in the range of 0.02~1.0$m^3$/s.$m^2$, the opening ratio of vent hole were in the range of 2.5~20% of the side area. The results were summerized as follows. 1. The pressure drops across vented box increased in proportion to superficial air velocity and decreased in proportion to opening ratio of vent hole. A regression equation to calculate airflow resistance of vented box was derived as a function of superficial air velocity and opening ratio of vent hole. 2. The pressure drops across packed produce in vented box increased in proportion to superficial air velocity and decreased in proportion to opening ratio of vent hole. 3. Because of the air velocity increase in the vicinity of vent hole in box, the airflow resistances of packed products in vented box were always higher than sum of air flow resistance of empty box only and products in bulk only. 4. Based on the airflow resistance of empty box and products in bulk, a regression equation to calculate airflow resistance of packed products in vented box was derived.

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