• 제목/요약/키워드: Data element

검색결과 4,679건 처리시간 0.035초

공구강 분말 성형체의 치밀화 거동과 결정립 성장에 관한 유한 요소 해석 (A Finite Element Analysis for Densification Behavior and Grain Growth of Tool Dteel Powder Compacts)

  • 전윤철
    • 한국분말재료학회지
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    • 제4권2호
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    • pp.90-99
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    • 1997
  • Densification behavior and grain growth of tool steel powder compacts during pressureless sintering, sinter forging, and hot isostatic pressing were investigated. Experimental data were compared with results of finite element calculations by using the constitutive model of Abouaf and co-workers and that of McMeeking and co-workers. Densification and deformation of tool steel powder compacts were studied by implementing power-law creep, diffusional creep, and grain growth into the finite element analysis. The shape change of a powder compact in the container during hot isostatic pressing was also studied. The theoretical models did not agree well with experimental data in sinter forging, however, agreed well with experimental data in hot isostatic pressing.

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다양한 해상도의 초음파 영상처리를 위한 매니코어 프로세서의 디자인 공간 탐색 (Design Space Exploration of Many-Core Processors for Ultrasonic Image Processing at Different Resolutions)

  • 강성모;김종면
    • 정보처리학회논문지A
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    • 제19A권3호
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    • pp.121-128
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    • 2012
  • 본 논문은 다양한 해상도에서의 초음파 영상 처리를 위한 최적의 프로세싱 엘리먼트 구조를 제안한다. 이를 위해 본 논문에서는 각 프로세싱 엘리먼트(processing element, PE)당 처리되는 영상 데이터(data-per-processing element, DPE) 수를 변화시키는 실험을 통해 시스템의 성능(system performance), 에너지 효율(energy efficiency), 면적 효율(area efficiency)을 각각 측정하고, 측정된 결과를 바탕으로 최적의 매니코어 프로세서 구조를 선택하였다. 모의실험 결과, 에너지 효율은 $256{\times}256$, $768{\times}1,024$, $1,024{\times}1,280$ 해상도를 갖는 영상에서 PE 개수가 각각 1,024개, 4,096개, 16,384개일 때 가장 높았다. 또한 면적 효율은 $256{\times}256$ 해상도의 영상에서는 PE 개수가 256개, $768{\times}1,024$$1,024{\times}1,280$ 해상도의 영상에서는 4,096개에서 가장 높은 효율을 보였다.

Dynamic Element Matching을 통한 Multi-bit Delta-Sigma Modulator에서의 DAC Error 감소 방안 비교 (Comparison of Dynamic Elements Matching Method in the Delta-Sigma Modulators)

  • 현덕환
    • 한국정보통신학회논문지
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    • 제10권1호
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    • pp.104-110
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    • 2006
  • 고정도, 저주파용 데이터 변환기로 사용되어온 델타-시그마 변환기는 그 출력 단에 1 bit 혹은 multi-bit 양자화기(ADC)를 사용할 수 있다. 이 중 multi-bit 양자화기를 사용하는 경우 궤환회로에도 multi-bit DAC을 사용하여야 하며 시스템의 데이터 변환 정확도는 DAC의 비선형성에 직접적인 영향을 받는다. 이 영향을 최소화하여 델타-시그마 변환기의 변환 정확도를 높이기 위해서는 DAC에 사용되는 단위 데이터 변환소자 간의 오차가 시스템에 미치는 영향을 최소화 하여야한다. 이 과정 즉 Dynamic Element Matching을 위하여 제안된 4가지 방안(DER, CLA, ILA, DWA)을 비교 설명하였다. 그리고 각 방안을 사용하였을 때 시스템 출력의 잡음 특성을 비교 하였다. 이중 DWA(Data Weighted Averaging) 방안이 가장 우수한 출력 특성을 보였다.

FEM에 의한 자동차부품용 고무커버에 관한 해석 (FEM Analysis of Rubber Cover for Automotive Parts)

  • 김상우;김인관;강태호;김영수
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 춘계학술대회 논문집
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    • pp.778-781
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    • 2002
  • Durability of rubber dust cover in the ball joint for automotive suspension parts were analyzed by FEM and compared with experimental data. Upper open area of ball joint is sealed by dust cover for preventing outflow of the lubricating oil and intrusion of send, dust, water, etc. This rubber cover undergoes repeated loadings such as tension and compression while the car is running. Analysis about rubber material needs to consider every kinds of nonlinearities arise in finite element analysis, which are geometric nonlinearity due to large displacement and small strain, materially nonlinearity and nonlinear boundary condition such as contact. So in the study, the deformation behavior of dust cover was analysed by using the commercial finite element program MARC. This program could solve these kinds of nonlinear analysis accurately. Finite element model of dust cover is considered as 3-dimensional half model based on 2-dimensional axisymmetric model. Material property of rubber was modeled by Ogden model and input data for calculation takes form uniaxial tension test of rubber specimen, The final object of the study is obtaining the design specification of dust covers and the result of analysis should be a useful data to design of rubber

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유한요소법을 이용한 만곡수로에서의 2차원 하상변동 수치모형 (2D Finite Element Modeling of Bed Elevation Change in a Curved Channel)

  • 김태범;최성욱;민경덕
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2005년도 학술발표회 논문집
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    • pp.414-418
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    • 2005
  • A finite element model is developed for the numerical simulation of bed elevation change in a curved channel. The SU/PG (Streamline-Upwind/Petrov-Galerkin) method is used to solve 2D shallow water equations and the BG (Bubnov-Galerkin) method is used for the Exner equation. For the time derivative terms, the Crank-Nicolson scheme is used. The developed model is a decoupled model in a sense that the bed elevation does not change simultaneously with the flow during the computational time step. The total load formula with is used for the sediment transport model. The slip conditions are described along the lateral boundaries. The effects of gravity force due to geometry change and the secondary flows in a curved channel are considered in the model. For the verification, the model is applied to two laboratory experiments. The first is $140^{\circ}$ bended channel data at Delft Hydraulics Laboratory and the second is $140^{\circ}$ bended channel data at Laboratory of Fluid Mechanics of the Delft University of Technology. The finite element grid is constructed with linear quadrilateral elements. It is found that the computed results are in good agreement with measured data, showing a point bar at the inner bank and a pool at the outer bank.

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Update the finite element model of Canton Tower based on direct matrix updating with incomplete modal data

  • Lei, Y.;Wang, H.F.;Shen, W.A.
    • Smart Structures and Systems
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    • 제10권4_5호
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    • pp.471-483
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    • 2012
  • In this paper, the structural health monitoring (SHM) benchmark problem of the Canton tower is studied. Based on the field monitoring data from the 20 accelerometers deployed on the tower, some modal frequencies and mode shapes at measured degrees of freedom of the tower are identified. Then, these identified incomplete modal data are used to update the reduced finite element (FE) model of the tower by a novel algorithm. The proposed algorithm avoids the problem of subjective selection of updated parameters and directly updates model stiffness matrix without model reduction or modal expansion approach. Only the eigenvalues and eigenvectors of the normal finite element models corresponding to the measured modes are needed in the computation procedures. The updated model not only possesses the measured modal frequencies and mode shapes but also preserves the modal frequencies and modes shapes in their normal values for the unobserved modes. Updating results including the natural frequencies and mode shapes are compared with the experimental ones to evaluate the proposed algorithm. Also, dynamic responses estimated from the updated FE model using remote senor locations are compared with the measurement ones to validate the convergence of the updated model.

Prediction of Aerodynamic Loads for NREL Phase VI Wind Turbine Blade in Yawed Condition

  • Ryu, Ki-Wahn;Kang, Seung-Hee;Seo, Yun-Ho;Lee, Wook-Ryun
    • International Journal of Aeronautical and Space Sciences
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    • 제17권2호
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    • pp.157-166
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    • 2016
  • Aerodynamic loads for a horizontal axis wind turbine of the National Renewable Energy Laboratory (NREL) Phase VI rotor in yawed condition were predicted by using the blade element momentum theorem. The classical blade element momentum theorem was complemented by several aerodynamic corrections and models including the Pitt and Peters' yaw correction, Buhl's wake correction, Prandtl's tip loss model, Du and Selig's three-dimensional (3-D) stall delay model, etc. Changes of the aerodynamic loads according to the azimuth angle acting on the span-wise location of the NREL Phase VI blade were compared with the experimental data with various yaw angles and inflow speeds. The computational flow chart for the classical blade element momentum theorem was adequately modified to accurately calculate the combined functions of additional corrections and models stated above. A successive under-relaxation technique was developed and applied to prevent possible failure during the iteration process. Changes of the angle of attack according to the azimuth angle at the specified radial location of the blade were also obtained. The proposed numerical procedure was verified, and the predicted data of aerodynamic loads for the NREL Phase VI rotor bears an extremely close resemblance to those of the experimental data.

4차로 광폭터널의 계측결과를 이용한 암반등급에 따른 지보수준 평가 (The Evaluation on the Type of Support Element by Field Test Data in 4-lane Wide Road Tunnel)

  • 도종남;김연중;이찬복;천병식
    • 한국지반환경공학회 논문집
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    • 제13권1호
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    • pp.15-20
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    • 2012
  • 본 논문에서는 서울OO고속도로 건설공사 노선에 있는 2곳의 광폭 4차로 터널의 계측항목별 측정결과를 정리한 계측분석 자료를 근거로 하여 터널굴착에 따른 주변지반의 움직임과 각 지보부재의 효과를 파악하고 공사의 안전성 및 경제성을 재평가하고자 하였다. 터널 노선에 대한 사전 지질조사 및 주변 구조물 현황을 조사 분석하여 터널굴착에 따른 주변 지반, 각 동바리 부재의 변위, 응력의 변화를 파악하여 설계, 시공의 안전성과 경제성을 확인하고, 또한 설계 기준값과 계측치를 비교 분석하여 실제 현장조건에 맞는 지보 수준을 평가하였다. 평가 결과 대부분의 구간에서 기준치(30mm)이하의 변형결과를 보였고 암반등급에 따라 시공된 지보재의 수준이 과대하게 산정되었음을 알 수 있었다. 따라서 공사의 효율성 및 경제성의 측면에서 고려해볼 때, 향후 지보재의 적정수준에 대한 발전된 연구가 진행되어야할 필요가 있다고 판단된다.

New generation software of structural analysis and design optimization--JIFEX

  • Gu, Yuanxian;Zhang, Hongwu;Guan, Zhenqun;Kang, Zhan;Li, Yunpeng;Zhong, Wanxie
    • Structural Engineering and Mechanics
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    • 제7권6호
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    • pp.589-599
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    • 1999
  • This paper presents the development and applications of the software package JIFEX, a new finite element system which can be used for structural analysis and optimum design by the modern computer hardware and software technologies such as MS Windows95/NT and Pentium PC platforms. The complete system of JIFEX is programmed with $C/C^{++}$ language to make full use of advanced facilities of MS Windows95/NT. In the system, the finite element data pre-processing, based on the most popular CAD package AutoCAD (R13, R14), has been implemented, so that the finite element modeling could be integrated with geometric modeling of CAD. The system not only has interactive graphics facility for data post-processing, but also realizes the real-time computing visualization by means of the Dynamic Data Exchange (DDE) technique. Running on the Pentium computers, JIFEX can solve large-scale finite element analysis problems such as the ones with more than 60000 nodes in the finite element model.

신경회로망에 의한 용접 결함 종류의 정량적인 자동인식 시스템 개발에 관한 연구 (A Study on Development of Automatically Recognizable System in Types of Welding Flaws by Neural Network)

  • 김재열
    • 한국생산제조학회지
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    • 제6권1호
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    • pp.27-33
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    • 1997
  • A neural network approach has been developed to determine the depth of a surface breaking crack in a steel plate from ultrasonic backscattering data. The network is trained by the use of feedforward three-layered network together with a back-scattering algorithm for error correction. The signal used for crack insonification is a mode converted 70$^{\circ}$transverse wave. A numerical analysis of back scattered field is carried out based on elastic wave theory, by the use of the boundary element method. The numerical data are calibrated by comparison with experimental data. The numerical analysis provides synthetic data for the training of the network. The training data have been calculated for cracks with specified increments of the crack depth. The performance of the network has been tested on other synthetic data and experimental data which are different from the training data.

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