• 제목/요약/키워드: hybrid wall

검색결과 236건 처리시간 0.024초

Direct Numerical Simulation of Channel Flow with Wall Injection

  • Na, Yang
    • Journal of Mechanical Science and Technology
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    • 제17권10호
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    • pp.1543-1551
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    • 2003
  • The present study investigates turbulent flows subject to strong wall injection in a channel through a Direct Numerical Simulation technique. These flows are pertinent to internal flows inside the hybrid rocket motors. A simplified model problem where a regression process at the wall is idealized by the wall blowing has been studied to gain a better understanding of how the near-wall turbulent structures are modified. As the strength of wall blowing increases, the turbulence intensities and Reynolds shear stress increase rapidly and this is thought to result from the shear instability induced by the injected flows at the wall. Also, turbulent viscosity grows rapidly as the flow moves downstream. Thus, the effect of wall-blowing modifies the state of turbulence significantly and more sophisticated turbulence modeling would be required to predict this type of flows accurately.

혼합형 안전주입탱크의 압력평형 예측을 위한 열손실 평가 (Analysis on Heat Loss of Hybrid Safety Injection Tank to Predict Pressure Equalizing Time)

  • 김명준;류성욱;김재민;박현식;이성재
    • 에너지공학
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    • 제26권3호
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    • pp.71-77
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    • 2017
  • 피동고압충수용 혼합형 안전주입탱크 (Hybrid SIT)의 압력평형시간은 냉각수 주입시기를 결정하는 주요인자이다. 한국원자력연구원 (KAERI)에서는 Hybrid SIT에서의 내부 열수력적 거동을 고찰하기 위해 개별효과시험 장치를 구축하였으며, 다양한 운전조건에서의 압력평형시간에 대한 민감도 시험을 수행하였다. 개별효과시험을 통해 압력평형시간을 결정하는 주요인자들을 도출하였으며, 그 중 증기의 벽면응축 및 냉각재와의 직접접촉응축이 압력평형시간을 결정하는 주요 현상임을 파악하였다. 본 연구에서는 개별효과 시험결과들을 이용하여 각각의 응축현상들이 압력평형에 미치는 영향을 정량적으로 분석하고 혼합형 SIT의 압력평형시간을 예측하기 위한 방법론을 제시하였다.

하이브리드 난류 모델을 이용한 전류고정덕트 후류의 고정도 수치 해석 (Computational Simulations of Turbulent Wake Behind a Pre-Swirl Duct Using a Hybrid Turbulence Model with High Fidelity)

  • 강민재;정재환;조석규;허재욱;김상현;이상봉
    • 대한조선학회논문집
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    • 제59권3호
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    • pp.141-148
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    • 2022
  • A hybrid turbulence model has developed by combining a sub-grid scale model using dynamic k equation in LES with k-𝜔 SST model of RANS equation. To ascertain potential applicability of the hybrid turbulence model, fully developed turbulent channel flows at Re𝜏=180 have been simulated of which computational domain has a top wall with coarse cells and a bottom wall with fine cells. The streamwise mean velocity and turbulent intensity profiles showed a good agreement with DNS data when using the hybrid model rather than using a single model in k-𝜔 SST or dynamic k equation models. Computational simulations of turbulent flows around KVLCC2 with a pre-swirl duct have been mainly performed using the hybrid turbulence model. Compared to the results obtained from RANS simulation with k-𝜔 SST model as well as LES with dynamic k equation SGS model, turbulent wakes of the duct in the present simulation using the hybrid turbulence model were very similar to that of LES. Also, the resistances acting on hull, rudder and duct in hybrid turbulence model were similar to those in RANS simulation whereas the viscous forces acting on the hull in LES had a significant error due to coarse cells inappropriate to the sub-grid scale model.

연직 및 횡하중이 작용하는 상부벽식-하부골조구조물의 벽체 배치유형에 따른 거동 해석 (Behavior Analysis According to the Shear Wall Layout of Column-Supported Wall System Subject to Vertical and Lateral Loads)

  • 이대현;김호수
    • 한국공간구조학회논문집
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    • 제4권2호
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    • pp.53-61
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    • 2004
  • 최근 도심지에 건설되고 있는 대부분의 주상복합건물과 아파트들은 다양한 공간을 구성하기 위해 주로 복합구조형식을 채택하고 있다. 특히, 이러한 구조형식들 중의 하나인 상부벽식-하부골조시스템은 전이층에서 서로 연결되는 전단벽형식과 골조형식을 모두 포함하고 있다. 그러나 이 시스템은 구조적인 안전성 측면에서 볼 때 매우 불합리하며, 전이층에서의 응력분포를 파악하기 매우 어렵다. 따라서 본 연구에서는 연직 및 정적 횡하중이 작용하는 전이보 시스템의 전단벽 배치에 따른 구조적인 거동과 응력분포를 분석하고자 함에 있으며, 또한 해석결과를 바탕으로 전이층부근에서의 하중의 전달경로 및 응력집중현상을 파악하고, 전단벽과 전이보의 효율적인 설계를 위한 방안을 제시하고자 한다.

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산소부화 LPG 화염에서 혼합형 재연소 방법에 의한 NOx 저감 효과 (The Effect of Hybrid Reburning on NOx Reduction in Oxygen-Enriched LPG Flame)

  • 이창엽;백승욱
    • 한국연소학회지
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    • 제12권4호
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    • pp.14-21
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    • 2007
  • In order to enhance combustion efficiency, oxygen-enriched combustion is used by increasing the oxygen ratio in the oxidizer. However, since the flame temperature increases, NOx formation in the furnace seriously increases for low oxygen enrichment ratio. In this case, reburning is a useful technology for reducing nitric oxide. In this research, experimental studies have been conducted to evaluate the hybrid effects of reburning/selective non-catalytic reaction (SNCR) and reburning/air staging on NOx formation and also to examine heat transfer characteristics in various oxygen-enriched LPG flames. Experiments were performed in flames stabilized by a co-flow swirl burner, which were mounted at the bottom of the furnace. Tests were conducted using LPG gas as main fuel and also as reburn fuel. The paper reported data on flue gas emissions, temperature distribution in furnace and various heat fluxes at the wall for a wide range of experimental conditions. Overall temperature in the furnace, heat fluxes to the wall and NOx generation were observed to increase by low level oxygen-enriched combustion, but due to its hybrid effects of reburning, SNCR and Air staging, NOx concentration in the exhaust have decreased considerably.

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공동주택 장수명화를 위해 MHS 공법이 적응된 골조공법 개선방안 (The Application of MHS Frames for Apartments of Extended Life in Korea)

  • 홍원기;김진민;김선국;김형근;윤기준
    • 한국건축시공학회지
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    • 제8권6호
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    • pp.107-115
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    • 2008
  • Bearing wall apartments have been introduced to meet the needs of population growth in metropolis since 1980 in Korea. It is extremely difficult to remodel bearing wall apartments. Noises and vibrations generated between floors are also problems to solve. This paper introduces rahmen structures that enable easy remodel. Modularized Hybrid System(MHS) is demonstrated to be effective in terms of material quantity, construction costs, and amount of $CO_2$ emission compared with those of bearing wall structures. Housings with MHS composite girder ensure the flexibility of architectural plan and easy remodel while the floor heights are maintained the same as bearing wall structures. The reduction of the concrete and reinforcing steels tonnage decreased construction cost of MHS multi-residential housings. The $CO_2$ omission was also diminished in accordance with the reduction of construction materials. This paper describes new structural system adapting MHS frames to propose the extended life of residential housings and reduce the national resources by preventing unnecessary rebuilding of housings.

Seismic behavior of steel frames with lightweight-low strength industrialized infill walls

  • Zahrai, Seyed Mehdi;Khalili, Behnam Gholipour;Mousavi, Seyed Amin
    • Earthquakes and Structures
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    • 제9권6호
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    • pp.1273-1290
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    • 2015
  • JK wall is a shear wall made of lightweight EPS mortar and reinforced with a 3-D galvanized steel mesh, called JK panel, and truss-like stiffeners, called JK stiffeners. Earlier studies have shown that low strength lightweight concrete has the potential to be used in structural elements. In this study, seismic contribution of the JK infill walls surrounded by steel frames is numerically investigated. Adopting a hybrid numerical model, behavior envelop of the wall is derived from the general purpose finite element software, Abaqus. Obtained backbone would be implemented in the professional analytical software, SAP2000, in which through calibrated hysteretic parameters, cyclic behavior of the JK infill can be simulated. Through comparison with earlier experimental results, it turned out that the proposed hybrid modeling can simulate monotonic and cyclic behavior of JK walls with good accuracy. JK infills have a panel-type configuration which their dominant failure mode would be ductile in flexure. Finally technical and economical advantages of the proposed JK infills are assessed for two representative multistory buildings. It is revealed that JK infills can reduce maximum inter-story drifts as well as residual drifts at the expense of minor increase in the developed base shear.

Bearing Strength of Hybrid Coupled Shear Wall Connections

  • Park Wan-Shin;Yun Hyun-Do
    • 콘크리트학회논문집
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    • 제17권6호
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    • pp.1065-1074
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    • 2005
  • Due to lack of information, current design methods to calculate bearing strength of connections are tacit about cases in which hybrid coupled walls have connection details of stud bolts and horizontal ties. In this study, analytical study was carried out to develop model for calculating the connections strength of embedded steel section. The bearing stress at failure in the concrete below the embedded steel coupling beam section is related to the concrete compressive strength and the ratio of the width of the embedded steel coupling beam section to the thickness of the shear walls. Experiments were carried out to determine the factors influencing the bearing strength of the connection between steel coupling beam and reinforced concrete shear wall. The test variables included the reinforcement details that confer a ductile behavior in connection between steel coupling beam and shear wall, i. e., the auxiliary stud bolts attached to the steel beam flanges and the transverse ties at the top and the bottom steel beam flanges. In addition, additional test were conducted to verify the strength equations of the connection between steel coupling beam and reinforced concrete shear wall. The results of the proposed equations in this study are in good agreement with both our test results and other test data from the literature.