• Advances in concrete construction
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• 제6권3호
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• pp.245-268
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• 2018

The numerical investigations have been carried out on deep beam with opening subjected to static monotonic loading to demonstrate the accuracy and effectiveness of the finite element based numerical models. The simulations were carried out through finite element program ABAQUS/CAE and the results thus obtained were validated with the experiments available in literature. Six simply supported beams were modelled with two square openings of 200 and 250 mm sides considered as opening at centre, top and bottom of the beam. In order to define the material behaviour of concrete and reinforcing steel bar the Concrete Damaged Plasticity model and Johnson-Cook material parameters available in literature were employed. The numerical results were compared with the experiments in terms of ultimate failure load, displacement and von-Mises stresses. In addition to that, seventeen beams were simulated under static loading for studying the effect of opening location, size and shape of the opening and depth, span and shear span to depth ratio of the deep beam. In general, the numerical results accurately predicted the pattern of deformation and displacement and found in good agreement with the experiments. It was concluded that the structural response of deep beam was primarily dependent on the degree of interruption of the natural load path. An increase in opening size from 200 to 250 mm size resulted in an average shear strength reduction of 35%. The deep beams having circular openings undergo lesser deflection and thus they are preferable than square openings. An increase in depth from 500 mm to 550 mm resulted in 78% reduced deflection.

• Wind and Structures
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• 제11권5호
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• pp.361-376
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• 2008

This paper considers internal pressure fluctuations for a range of building volumes and dominant wall opening areas. The study recognizes that the air flow in and out of the dominant opening in the envelope generates Helmholtz resonance, which can amplify the internal pressure fluctuations compared to the external pressure, at the opening. Numerical methods were used to estimate fluctuating standard deviation and peak (i.e. design) internal pressures from full-scale measured external pressures. The ratios of standard deviation and peak internal pressures to the external pressures at a dominant windward wall opening of area, AW are presented in terms of the non-dimensional opening size to volume parameter, $S^*=(a_s/\bar{U}_h)^2(A_W^{3/2}/V_{Ie})$ where $a_s$ is the speed of sound, $\bar{U}_h$ is the mean wind speed at the top of the building and $V_{Ie}$ is the effective internal volume. The standard deviation of internal pressure exceeds the external pressures at the opening, for $S^*$ greater than about 0.75, showing increasing amplification with increasing $S^*$. The peak internal pressure can be expected to exceed the peak external pressure at the opening by 10% to 50%, for $S^*$ greater than about 5. A dominant leeward wall opening also produces similar fluctuating internal pressure characteristics.

• 대한기계학회논문집
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• 제18권2호
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• pp.271-277
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• 1994

The fatigue crack opening behavior is analyzed using finite element method. Because extremely fine mesh subdivision is required when using constant stress constant strain triangular element, this study uses conventional two dimensional eight node isoparametric elements. Since plasitc zone size is similar to crack propagating length per each load cycle because of relatively large element size, a new analysis model that a crack propagates every two load cycle is suggested. the opening load and crack opening displacement can be obtained accurately by this method.

• 한국해양공학회지
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• 제20권3호
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• pp.24-36
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• 2006

This paper investigates wave loads of ships that suffer sinkage due to flood in a compartment caused by damage on the side of the hull. By analyzing ships with various sizesof damage opening, the influence of opening size on ship response is investigated. The motion of the damaged ship is analyzed by using the boundary element method, based on three-dimensional potential theory, considering hydrodynamic pressure in the flooded compartments. The shear forces, bending moments and torsional moments are calculated by the direct integration of the three dimensional hydrodynamic pressure on the outer and inner hulls. A RORO passenger ship with length of 174.8 m is considered in the numerical example, and results for wave loads are discussed.

• 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.

• 한국인쇄학회지
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• 제28권1호
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• pp.43-50
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• 2010

The 200mesh screen was tensioned and fixed on a frame. When applied tension to 5N and 10N per unit area, a side length of opening of the screen was 163.223${\mu}m$ and 168.224${\mu}m$, respective. But side length not tensioned was 158.879${\mu}m$. We knew that a side length of opening of the screen rarely changes with tension applied to the screen. The appearances that a side length of opening of the screen expand little are due to a decreasing diameter of thread by means of tension. In a thickness measurement of screen, While the high density mesh screen that had a lot of knots that crossed a line of latitude and longitude per unit area appeared a higher numerical value, the low density mesh screen that had a few knots appeared a low numerical value.

• 한국공간구조학회논문집
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• 제8권3호
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• pp.65-73
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• 2008

본 연구에서는 음향적으로 결합된 공간에서 개구부의 크기변화에 따른 주관적 잔향감의 평가를 청취실험을 통해 실시하고 주관적 잔향감을 예측할 수 있는 새로운 물리적 지표를 제시하고자 하였다. 대상공간의 물리적 음향특성은 물론 주관적 음향평가를 위하여 1/10 스케일의 모형을 제작하여 실험에 사용하였다. 주관적 잔향감평가를 위해 바이노럴 임펄스 리스펀스(binaural impulse response)를 더미헤드(dummy head)를 이용해 녹음하여 가청화작업(auralization)을 거쳐 청취실험에 음원으로 제시하였다. 청취실험결과, 주실이 흡음력이 낮은 잔향부실과 음향적으로 결합할 경우 개구율이 12.5%(주실면적대비 1.97%)일 때 주관적 잔향감이 가장 큰 것으로 나타났으며 개구율이 25%(주실면적대비 3.94%)이상일 때 주관적 잔향감이 감소하는 것으로 나타났다 주실이 흡음력이 높은 흡음부실과 음향적으로 결합할 경우 개구율이 $0%{\sim}6.25%$까지(주실면적대비 $0%{\sim}0.99%$)는 주관적 잔향감이 변화하지 않다가 개구율이 12.5%에서부터 점차적으로 감소하는 것으로 나타났다. 이중감쇠현상을 나타내는 물리적 지표 T30/T15는 개구율의 변화에 따른 주관적 잔향감과 상관도가 거의 없는 것으로 나타났으며 저자들이 제시한 새로운 지표 T30/Tbp이 주관적 잔향감과 높은 상관도를 보였다. 또한 개구율 변화에 따른 이중감쇠현상은 초기나 중기감쇠부분에서보다 후기감쇠부분에서 에너지가 현저하게 증가하는 것으로 나타나 T30/T15에 비해 LDT/EDT나 T3/T1가 주관적 잔향감과의 상관성이 높은 것으로 나타났다.

• 한국전산유체공학회지
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• 제19권1호
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• pp.21-26
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• 2014

Butterfly valve is a valve that controls fluid flow depending on the size of the opening angle. In general, the size of the opening angle of the valve increases, the fluid flow has also increased sharply. However, sometimes, in a specific piping system, a particular operating condition is needed that the fluctuation of the fluid flow should not have large amount although the size of opening angle of the valve become larger. In butterfly value, the shape of a typical thin plate, it is impossible to control a minute fluid, but in thick plate type, it is possible. In this study, we got the fluid flow control characteristics and pressure drop through both a numerical method and an experimental method about thick plate type. The numerical result and experimental result of flow coefficient show a similar pattern. In addition, we could find that minute fluid flow control was possible in the area of small size of the opening angle.

• 한국건축시공학회지
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• 제20권3호
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• pp.261-267
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• 2020

본 연구는 공동주택의 화재 및 화재확산에 의한 피해의 예방과 대응마련을 위해 실내화재 조건에 대한 정확한 데이터 확보를 목적으로 실물화재실험을 재현하였다. 실험조건으로 개구부 크기를 다르게 하여 외벽 수열온도를 측정 및 분석하였으며, 다음과 같은 결과를 도출하였다. 개구부 크기를 2,000mm, 1,600mm, 1,400mm로 실험하였을 때, 플래시오버는 각각 630초, 505초, 510초에서 일어났으며, 총 가열시간은 개구부 크기에 따라 815초, 713초, 721초로 나타났다. 개구부 크기에 의한 외벽 최고 수열온도는 2,000mm에서 282.4℃, 1,600mm에서 382.9℃, 1,400mm에서 423.8℃로 나타나 개구부의 크기가 작아질수록 화재확산에 의한 외벽의 수열온도는 높아지는 것으로 나타났다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2010년도 추계학술대회 초록집
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• pp.56.2-56.2
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• 2010

국부적 후면 전극(LBC)형성은 결정질 실리콘 태양전지에서 고효율과 저가화를 동시에 달성할 수 있는 기술이다. 후면 표면 passivation과 국부적 후면 전극 형성을 통해서 후면 재결합 속도를 낮출 수 있고 이를 통해 효율향상을 기대해볼 수 있다. 본 연구에서는 PECVD를 이용한 LBC(local back contact) cell의 후면 passivation 박막을 형성하였고 접합면적에 따른 전기적 특성을 분석해 보았다. LBC cell을 위한 후면 passivation 박막은 PECVD를 이용한 ONO박막을 사용하였고, 후면 opening 형성에 etching paste를 이용하였다. Opening size는 0.4mm,0.5mm,0.7mm로 형성하여 cell을 제작하고 효율을 분석하였다. 실험결과 opening size가 0.4mm일때 전극의 접촉면적이 15.96%, 0.5mm일때 10.22%, 0.7mm일때 5.17%로 형성됨을 확인할 수 있었다. Opening size가 0.4mm일 때 cell의 효율이 가장 우수함을 IQE 및 LIV 결과를 통해 확인 할 수 있었다. 결과적으로 접촉면적이 증가함에 따라 전극에서 수집되는 carrier의 양이 증가하고 셀 효율역시 향상됨을 확인 할 수 있었다.