• 제목/요약/키워드: Mesh Structure

검색결과 624건 처리시간 0.022초

지하매설물의 기하학적 특성에 따른 전기저항 변화에 대한 수치 해석 연구 (Numerical Analysis of Electrical Resistance Variation according to Geometry of Underground Structure)

  • 김태영;류희환;정성훈
    • 대한토목학회논문집
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    • 제44권1호
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    • pp.49-62
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    • 2024
  • 급격한 도시화로 인한 지하의 무분별한 개발은 기존 지하매설물의 점검과 교체 그리고 새로운 지하시설물 설치에 지연을 일으키고 있다. 최근에는 체계화된 시스템을 도입하여 지하시설물을 관리하고 있지만, 실제 시공은 현장 여건에 따라서 설계 도면과 다르게 진행되기 때문에 기존 지하매설물의 부정확한 위치 정보로 사고가 끊임없이 발생하고 있다. 한편, 전기비저항 탐사는 전극을 지반에 관입시켜 전극 간 전위차로 지반의 전기저항을 측정하는 방식이며, 비파괴 물리탐사 기법으로서 널리 이용되고 있다. 그리고 다수의 전극 쌍을 이용하여 복잡한 지하 구조를 영상화하고, 딥러닝 알고리즘을 활용한 데이터 해석 기술들이 비약적으로 발전하였지만, 아직 지하매설물의 기하학적 조건에 따른 전기저항 변화를 정량적으로 평가한 기초적인 연구로서는 진행된 바가 없다. 본 연구에서는 전극과 지하매설물의 기하학적 매개 변수 해석을 통해서 전기저항 변화를 평가하였다. 먼저, 이론식과 수치 해석의 전기저항값 차이가 작게 나타난 정량화된 메쉬를 적용하여 3차원 전기저항 수치 해석 모듈을 개발하고, 매설물의 깊이, 크기, 그리고 전극과 매설물 간 이격거리에 따른 매개 변수 해석을 통해서 정상 직류 상태에서 전기저항 변화를 정량적으로 비교하였다. 전기저항은 매설물이 얕은 깊이에 위치하고, 크기가 크고, 전극과의 이격거리가 가까울수록 높게 측정되었다. 추가적으로 전극과 지하매설물 주변에 형성된 전위 및 전류밀도 분포를 분석하여 터미널 전극 주변에서 측정된 전기저항을 고찰하였다.

스털링 엔진용 재생 열교환기의 다공체 구조에 따른 성능 특성 (Performance Characteristics of a Regenerative Heat Exchanger Depending on Its Porous Structure)

  • 신명철;안준;강병하
    • 설비공학논문집
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    • 제24권5호
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    • pp.415-421
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    • 2012
  • Stirling engine is an external combustion engine, whose efficiency approaches that of Carnot engine with the help of a regenerator. The regenerator is a heat exchanger composed of porous medium, whose performance is dependent on the pore structure. Three types of pore structures are considered in the present study. They are wire screen, random wire and composite structure, i.e. a combination of wire screens with different hydraulic diameters. The porosity more highly affects the performance of a regenerator compared to the hydraulic diameter. The random wire can yield high effectiveness even at a high porosity. The composite mesh gives better performance when the hydraulic diameter decreases in the direction from hot side to cold side.

Large-scale Seismic Response Analysis of Super-high-rise Steel Building Considering Soil-structure Interaction using K computer

  • Miyamura, Tomoshi;Akiba, Hiroshi;Hori, Muneo
    • 국제초고층학회논문집
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    • 제4권1호
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    • pp.75-83
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    • 2015
  • In the present study, the preliminary results of a large-scale seismic response analysis of a super-high-rise steel frame considering soil-structure interaction are presented. A seismic response analysis under the excitation of the JR Takatori record of the 1995 Hyogoken-Nanbu earthquake is conducted. Precise meshes of a 31-story super-high-rise steel frame and a soil region, which are constructed completely of hexahedral elements, are generated and combined. The parallel large-scale simulation is performed using K computer, which is one of the fastest supercomputers in the world. The results are visualized using an offline rendering code implemented on K computer, and the feasibility of using a very fine mesh of solid elements is investigated. The computation performance of the analysis code on K computer is also presented.

지리정보[GIS]기술을 기반으로 한 도시공간구조분석에 관한 연구 (A Study on Analysis of an Urban Spatial structure, based on the GIS Technique)

  • Kwon, Chang-Hee;Cho, Jae-Wan
    • 디지털융복합연구
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    • 제4권2호
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    • pp.67-73
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    • 2006
  • This paper is an analysis of the Category Individual Residence urban spatial structure along the National Route BO (Koushu-Kaido), one of the major roads in Japan, and the degree of differences between locations and its changes between the points of time. The analysis was based on the GIS technique. Whilst, previous studies were based on municipal boundaries or mesh units as sources of data, GIS allowed the use of variable geographical units, Roadside zone, Inner zone, North zone, South zone, Blocks. As an example to apply the technology of GIS, 1986's and 1991's building polygon data of the Urban Planning Bureau of Tokyo Metropolitan Government are used. The layers referred to the analyses is the building polygons with the amount of stories, building area, floor area and the material of the building. Two statistical analysis are executed; one is the test of the regional equality about the number of story of building, building area, floor area and fireproof building ratio.

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반도체 생산설비 루츠형 진공펌프 계통에 대한 유동-구조 연성해석 (Coupled flow-structure Analyses on the Roots Type Vacuum Pumps in Semiconductor Fabrication Facility)

  • 이찬;길현권;김강천;김준곤;심재업;윤일중
    • 한국유체기계학회 논문집
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    • 제16권2호
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    • pp.10-14
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    • 2013
  • The present study conducts CFD analyses on the internal flow fields of roots type vacuum pumps of semiconductor fabrication facility, and the computed CFD results for internal pressure and temperature distributions are applied to structural analyses of the pumps. The coupled analysis results between flow and structure show that the deformation of pump structure is mainly resulted from the thermal expansion of gas in pump, and the deformed impeller and housing produce their severe contact and impact phenomena causing mechanical damage and fracture.

A general approach for studying the motion of a cantilever beam interacting with a 2D fluid flow

  • Baudille, Riccardo;Biancolini, Marco Evangelos
    • Interaction and multiscale mechanics
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    • 제1권4호
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    • pp.449-465
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    • 2008
  • In this paper a general approach for studying the motion of a cantilever beam interacting with a 2D fluid flow is presented. The fluid is solved by a general purpose commercial computational fluid dynamics (CFD) package (FLUENT 6.2), while the structure is managed by means of a dedicated finite element method solver, coded in FLUENT as a user-defined function (UDF). A weak fluid structure interaction coupling scheme is adopted exchanging information at the end of each time step. An arbitrary cantilever beam can be introduced in the CFD mesh with its wetted boundaries specified; the cantilever can also interact with specified rigid and flexible walls through use of a non-linear contact algorithm. After a brief review of relevant scientific contributions, some test cases and application examples are presented.

일반화된 Hough 변환을 위한 특수 목적 VLSI 시스템 설계에 관한 연구 (Specialized VLSI System Design for the Generalized Hough Transform)

  • 채옥삼;이정헌
    • 전자공학회논문지B
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    • 제32B권3호
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    • pp.66-76
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    • 1995
  • In this research, a mesh connected VLSI structure is proposed for the real time computation of the generalized Hough transform(GHT). The purpose of the research is to design a generalized Hough transformer that can be realized as a single chip processor. The GHT has been modified to yield a highly parallel structure consisting of simple processing elements(PEs) and communication networks. In the proposed structure, the GHT can be computed by first assigning an image pixel to a PE and performing shift and add operations. The result of the CAD circuit simulation shows that it can be computed in the time proportional to the number of pixels in the pattern. In addition to the Hough transformer, the peak detector has been designed to reduce 1)the number of the I/O operations between the transformer and the host computer and 2) the host computer's burden for peak detection by transmitting only the local peaks detected from the transformed accumulator. It is expected that the proposed single chip Hough transformer with peak detector makes a fast and inexpensive edge based object recognition systems possible for many industrial and military applications.

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Interaction of High-Speed Compressible Viscous Flow and Structure by Adaptive Finite Element Method

  • Limtrakarn, Wiroj;Dechaumphai, Pramote
    • Journal of Mechanical Science and Technology
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    • 제18권10호
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    • pp.1837-1848
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    • 2004
  • Interaction behaviors of high-speed compressible viscous flow and thermal-structural response of structure are presented. The compressible viscous laminar flow behavior based on the Navier-Stokes equations is predicted by using an adaptive cell-centered finite-element method. The energy equation and the quasi-static structural equations for aerodynamically heated structures are solved by applying the Galerkin finite-element method. The finite-element formulation and computational procedure are described. The performance of the combined method is evaluated by solving Mach 4 flow past a flat plate and comparing with the solution from the finite different method. To demonstrate their interaction, the high-speed flow, structural heat transfer, and deformation phenomena are studied by applying the present method to Mach 10 flow past a flat plate.

LNG 선박의 트렁크 갑판과 거주구 연결 부위의 설계해석 (Strength Analysis for Transition Structure Design in way of Trunk Deck and Deckhouse on LNGC)

  • 권승민;한성곤;허주호
    • 대한조선학회 특별논문집
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    • 대한조선학회 2005년도 특별논문집
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    • pp.76-83
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    • 2005
  • Membrane type LNG Carriers are characterized by their special structures such as trunk deck above upper deck. It is necessary to introduce an appropriate structure arrangement taking into account transition of the trunk deck to the upper deck or deckhouse in fore and aft parts. The transition area at aft part -from trunk deck to the deckhouse - is to be specially considered because of high longitudinal stresses applied at the area. This study has been carried out to tackle the transitional structure problem in design stage This paper deals with not only mesh size of FE models for scantling evaluation and fatigue assessment but also technical issues regarding fatigue assessment.

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수중 폭발 충격을 받는 잠수함 액화 산소 탱크의 구조-유체 연성 해석 (Structure-Fluid Interaction Analysis for the Submarine LOX Tank subjected to Underwater Explosion Impact)

  • 신형철;김규성;김재현;전재황
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 추계학술대회
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    • pp.419-424
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    • 2004
  • we performed the underwater explosion analysis for the liquefied oxygen tank - a kind of fuel tank of a mid-size submarine, and tried to verify the structural safety for this structure. First, we reviewed the theory and application of underwater explosion analysis using Structure-Fluid Interaction technique and its finite element modeling scheme. Next, we modeled the explosive and sea water as fluid elements, the LOX tank as structural elements and the interface between two regions as ALE scheme. The effect on shock pressure and impulse of fluid mesh size and shape are also investigated. As the analysis result, the shock pressure due explosion propagated into the water region and hit the structure region. The plastic deformation and the equivalent stress highly appeared at the web frame and the shock mount of LOX structure, but these values were acceptable for design criteria.

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