• 에너지공학
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• 제25권1호
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• pp.86-91
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• 2016

본 논문에서는 건축 관련 기술자들이 쉽게 사용할 수 있는 도파관 배열의 길이를 계산하는 가이드라인을 제시하였으며, 대상은 원형, 사각형 및 육각형 도파관을 단위 유닛으로 하는 배열이다. 본 가이드라인은 원형 도파관의 지름, 사각형 도파관의 가장 긴 한 변의 길이 및 육각형 도파관의 장축의 길이를 기준으로 간단하게 각 도파관 배열의 길이를 결정할 수 있는 그래프와 Table을 제시하는 것을 목표로 하였다. 연구결과, 지름 및 가장 긴 한변의 길이, 장축의 길이를 30 mm로 기준으로 하면, 차폐성능이 80 dB의 효과를 목표로 하면 육각형 도파관 배열의 길이가 사각형 도파관보다 5 mm 정도 짧아지게 된다. 또한 100 dB 차폐 성능을 목표로 할 경우 30 mm정도 짧은 것으로 나타났다. 원형 도파관을 비교하면 80 dB와 100 dB 모두 육각형 형태의 도파관을 사용하는 것이 도파관 배열의 길이를 13 mm 정도 단축시킬 수 있다. 따라서 동일한 차폐성능을 가지는 경우 압력손실을 고려하면 육각형 도파관을 사용하는 것이 가장 효율적 일것으로 판단된다.

• 한국통신학회논문지
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• 제14권1호
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• pp.75-83
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• 1989

본 논문에서는 복사면 가장자리가 결합된 두 구형 마이크로스트립안테나에, 패치 사이의 복사면 가장자리의 결합을 특성화하는 REC 모델을 적용하여 여러가지 결합간격에 대해 산란계수 $\mid$ $S_{11}$ $\mid$과 $\mid$ $S_{12}$ $\mid$를 구하였으며, 이를 실험치와 비교하였다. 그리고 복사면 가장자리에서의 결합을 이용한 기생소자를 갖는 구형 마이크로스트립 안테나에, REC 모델을 적용하여 궤환 손실을 구한 뒤 실험치와 비교하였다. 여기서 각각의 안테나는 50$\Omega$ 마이크로스트립 선로에 의해 급전한 결과를 다루었으며, 이는 REC 모델을 이론적으로 제시하여 동축선로로 급전한 결과$^{(10)}$와 비교하기 위한 논문이다.

• 전산구조공학
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• 제10권1호
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• pp.135-148
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• 1997

본 논문은 면내휨을 받는 2변 탄성지지 2변 단순지지 보강장방형판에 대한 유한요소법을 이용하고, 비보강장방형판에 대해 고전적 해석법에 의해 좌굴해석한 것이다. 4변 단순지지, 2변 단순지지 및 2변 고정 장방형 판에 대해 기존해와 고전적 해석해 및 유한요소해을 비교하여 고전적 해석방법 및 유한요소법의 신뢰도를 입증하였다. 장방형 보강재의 뒤틀림 강성은 무시될 수 있으므로 탄성지지변의 보강재는 뒤틀림의 영향을 파악하기 위해 I형을 사용하였다. 탄성지지변을 갖는 장방형 판의 좌굴강도가 비틀림 강성 및 뒤틀림 강성에 따라 유한요소법 및 고전적 해석법에 의해 계산되고 비교되었다. 판의 지지변 사이에 보강재가 있는 경우 4변 단순지지, 2변 단순지지 및 2변 고정 보강장방형판에 대해 유한요소법에 의한 좌굴강도는 장방형판요소와 비틀림 및 뒤틀림을 고려한 보요소의 강성매트릭스를 조합하여 고유치 문제를 풀므로써 계산될 수 있다. 유한요소법에 의해 지지변 사이의 장방형 보강재 위치와 지지변 상의 I형 보강재의 비틀림(J) 및 뒤틀림 상수 (I/sub W/)에 따른 보강장방형판의 좌굴강도를 구하여 비교하고 효율적인 보강재의 위치를 결정하였다.

• 상하수도학회지
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• 제23권5호
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• pp.517-526
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• 2009

This research has been conducted to investigate the characteristics of hydraulic behavior within the PAC contactor, the rectangular shape sedimentation basin without inclined tube and the other one with inclined tube those are parts of demonstration plants(capacity : $2,000m^3/d$) in Korea Institute of Water and Environment. As results of tracer tests, the flow within PAC contactor was evaluated to divided into plug flow and dead space distinctly, and characteristics of dead space was close to that of CSTR(Complete/continuous Stirred Tank Reactor). Also, considering Reynolds number, Froude number, Morill, Modal, NCSTR Inex and plug flow/mixed flow fraction, in the case of the rectangular shape sedimentation basin without inclined tube, the characteristics of flow pattern was close to CSTR. On the other hand, in the case of the basin with inclined tube, the region of CSTR decreased precisely compared with the case of no-tube. Until now we have recognized that the inclined hydraulic structure just reduces the surface loading rate within a sedimentation basin. Actually besides, the inclined structure have an important effect on the hydraulic behavior within the basin.

• Design & Manufacturing
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• 제10권2호
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• pp.24-28
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• 2016

In this study, relevant to impact extrusion process of the rectangular batter case for electric vehicles, numerical and experimental analyses were conducted to reduce the earring defects induced in the unevenness of metal flow. Since the earring is caused by the non-uniform metal flow induced in the friction and aspect ratio in the bottom section. As a way to reduce the earring, variable land die concept was applied. In order to analyze numerically the complex metal flow by using commercial finite element package, DEFORM 3D, impact extrusion process was simplified in upsetting mode at bottom section and extrusion mode at land section. The impact extrusion experiments were conducted to verify the assessment of process parameter for impact extrusion. As results, variable land die which has longer longitudinal section makes reduce earring defects. In addition, it was confirmed that the effect that slug shape like dog-bone also can reduce the earring. This study is expected to be able to present the useful design guidelines for manufacturing the battery case.

• 동력기계공학회지
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• 제15권1호
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• pp.24-31
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• 2011

Rectangular box type structures are used in many fields of civil, mechanical and marine engineering. Especially, Most ship structures are often in contact with inner or outer fluid, like ballast, fuel and stem tanks. Fatigue damages are sometimes observed in these tanks which seem to be caused by resonance with exciting force of engine and propeller. Vibration characteristics of these thin walled tanks in contact with fluid near engine and propeller are strongly affected by added mass of containing fluid. Therefore it is essentially important to estimate the added mass effect to predict vibration of the tanks. Many authors have studied vibration of rectangular tanks containing fluid. Few research on dynamic interaction among tank walls filled with fluid are reported in the vibration of rectangular tanks recently. In case of rectangular tanks, structural coupling between adjacent panels and effect of vibration modes of multiple panels on added mass of water have to be considered. In the previous report, a numerical analysis is performed for the coupling effect between panels of a tank on added mass of containing fluid, the effect of structural constraint between panels on each vibration mode for fluid region, and mode characteristics in accordance with changing breadth of the plates by using finite element method for plates and boundary element method for fluid region. In this paper, the coupling effect between panels of a tank on added mass of containing fluid, the effect of structural constraint between panels on each vibration mode for fluid region, and mode characteristics in accordance with changing length, thickness, and boundary condition of the plates are investigated numerically and discussed.

• 설비공학논문집
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• 제17권4호
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• pp.386-395
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• 2005

With the development of a living standard, the importance of indoor air conditioning system in all kinds of buildings and vehicles has increased. A lot of researches on energy losses in a duct and various kinds of flow pattern in branches or junctions have been carried out over many years, because the primary object of a duct system used in HVAC is to provide equal flow rate in the interior of each room by minimizing pressure drop. In this study, to get equal flow distribution in each branch, a blockage is applied to the rectangular duct system. The flow analysis for flow distribution of a rectangular duct with two branches was performed by CFD. By using SIMPLE algorithm and finite volume method, flow analysis is performed in the case of 3-D, incompressible, turbulent flow. Also, the standard $k-{\varepsilon}$ model and wall function method were used for analysis of turbulent fluid flow. The distribution diagrams of static pressure, velocity vector, turbulent energy and kinetic energy in accordance with variation of Reynolds number and blockages location in a rectangular duct show that flow distribution at duct outlets is improved by a blockage. In this rectangular duct system, mean velocity and flow rate distribution in two branch outlets are nearly constant regardless of variation of Reynolds number, and a flow pattern of the internal duct has a same tendency as well.

• 한국농공학회지
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• 제35권1호
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• pp.59-66
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• 1993

Ring Sector Plate Supported by Elastic Beam Although all the reinforced concrete circular ring sector plates are elastically supported, it is conventional to simplify their supporting conditions as fixed or simply-supported ones assuming that their supporting beam has infinite stiffness. However, in order to obtain a precise solution, it should be required to consider the stiffness of their supporting beam. As a methodological improvement to the precise analysis, "Reinforced Concrete Model" previously developed by the author was applied to the structural analysis of the reinforced concrete circular ring sector plates with elastically supported beam. The results of analysis in the cases under various conditions of open angle, steel ratio, relative stiffness(EI/DL) between plate and supporting beam were summarized as follows ; 1.Although the effect of relative stiffness between plate and supporting beam varies depending on the magnitude of open angle, in general, it shows the largest when not more than 5.0 and negligible when not less than 10.0. Therefore, it would be considered as fixed supporting condition :in the case of its open angle of 0$^{\circ}$rectangular plates), its stiffness ratio being not less than 10.0 and in the other case of its open angle of 30$^{\circ}$, its stiffness ratio being not less than 5.0. 2.In the rectangular plates, the effect of steel ratio is considerable in no supporting condition, but neglible in the supporting condition. So, the effect of steel ratio should be negligible in the case of the elastically supported circular ring sector plates. 3.However, the effect of steel ratio is much more considerable in the case of the fixed supported circular plates, especially, when steel ratio being not more than 1.0% and stiffness ratio being smaller. So, the effect of steel ratio should be considered in the analysis of reinforced concreate circular ring sector plates with fixed conditions. 4.The effect of open angle is greater in the case of without-supporting beam conditions. However, in the other case of with-supporting beam conditions, the effect is a little bit when open angle of not more than 300 and negligible when open angle of not more than 30$^{\circ}$.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집E
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• pp.271-275
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• 2001

Three dimensional flow characteristics in a liquid fuel ramjet combustor are investigated using PIV method. The combustors have two rectangular inlets that form 90 degree each other. Three guide vane is installed in each rectangular inlet to improve the flow stability. We made three cases of test combustors in which those inlet angles are 30 degree, 45 degree and 60 degree. Each combustor easily changes the size of combustor's recirculation zone with the replacement of combustors dome. The experiments are performed in the water tunnel test with the same Reynolds number in the case of Mach 0.3 at inlet. PIV software is developed to measure the flow field in the combustor and the accuracy of developed PIV program is verified with rotating disk experiment and standard data. The experimental results show that the two main streams from rectangular inlet collide near the plane of symmetry and generate two large longitudinal vortex, A large and complex three-dimensional recirculating flow is measured in the recirculation zone.

• 한국전산유체공학회지
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• 제6권2호
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• pp.22-31
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• 2001

The two-dimensional unsteady incompressible viscous flow behind rectangular bluff bodies between two parallel plates was analyzed numerically. The steady state flow and the vortex flow behind rectangular bluff bodies in the channel were investigated for two regimes i.e., the laminar(Re = 100, 300, 500) and the turbulent flows(Re = 10⁴∼10/sup 6/). The vortex shedding was generated by a physical disturbance(6%) numerically imposed at the rear of the bluff bodies for a short time. It was observed that the perturbed flow became periodic after a transient period. And in the case of unsteady inflow, the sinusoidal pulsatile flow was applied as the inlet condition in the turbulent flow of Reynolds number of 1.0×10/sup 5/. FLUENT code was employed to solve the problems. The power-law scheme was used to get stable linearized equations and the PISO algorithm was applied to finding the solution of them.