• 제목/요약/키워드: Parallel Finite Element Analysis

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IT 모듈의 자유 낙하 모사를 위한 병렬처리시스템의 적용 (Application of Parallel Processing System for free drop simulation of IT-related modules)

  • 박영재;이준성;고한옥;장윤석;최재붕;김영진
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2006년도 춘계학술대회 논문집
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    • pp.405-406
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    • 2006
  • Recently, the flat display modules such as plasma or TFT-LCD employ thin crystallized panels which are normally weak to high level transient mechanical energy inputs. As a result, anti-shock performance is one of the most important design specifications for TFT-LCD modules. However, most of large display module designs are generated based on engineers own experiences. Also, a large-scale analysis to evaluate complex material and structural behaviors is one of interesting topic in diverse engineering and scientific fields. The utilization of massively parallel processors has also been a recent trend of high performance computing. The objective of this paper is to introduce a parallel process system which consists of general purpose finite element analysis solver as well as parallelized PC cluster. The parallel processing system is constructed using thirty-two processing elements and the finite element program is developed by adopting hierarchical domain decomposition method. In order to verify the efficiency of the established system, an impact analysis on thin and complex sub-parts of flat display modules is performed. The evaluation results showed a good agreement with the corresponding reference solutions, and thus, the parallel process system seems to be a useful tool fur the complex structural analysis such as IT related products.

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항공기 Wing-box 구조해석을 위한 비선형 쉘 유한요소 및 병렬계산 기법 개발 (Nonlinear Shell Finite Element and Parallel Computing Algorithm for Aircraft Wing-box Structural Analysis)

  • 김혜진;김성환;홍지우;조해성
    • 한국항공우주학회지
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    • 제48권8호
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    • pp.565-571
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    • 2020
  • 본 논문에서는 항공기 Wing-box 모델에 대한 비선형 구조해석의 계산을 정확하고 효율적으로 수행하기 위해 병렬계산 알고리즘을 개발하였다. 이를 위해 co-rotation 이론 기반 비선형 쉘 요소를 적용하였으며 요소기반 분할 병렬계산 알고리즘을 개발하였다. 기 개발 해석은 선행연구결과 및 기존 상용프로그램의 예측결과와 비교하여 정확성을 확인하였으며 병렬계산의 효율성을 분석하였다. 마지막으로 고세장비 날개 wing-box 구조에 적용하였으며 단방향 공력-구조 결합해석을 수행하였다.

회전자 철심이 없는 내전형 BLDC 모터의 유한요소 해석 (Finite Element Analysis of a Inner-Rotor Type BLDC Motor without Rotor Core)

  • 장홍순;정인성;백수현
    • 대한전기학회논문지:전기기기및에너지변환시스템부문B
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    • 제49권10호
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    • pp.652-658
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    • 2000
  • In many cases, ferrite magnets of ferrite bonded magnets used in inner-rotor type small brushless DC(BLDC) motors do not have rotor core. The magnetization directions of permanent magnets do not have only parallel or radial direction. In this case, the characteristics of magnets are different from cored type ones which have uniform magnetization direction. In this paper, the magnetization directions and intensities of a ferrite magnet and a ferrite bonded magnet are analyzed by finite element analysis for magnetization procedure. The characteristics of inner-rotor type BLDC motor are analyzed by using the analyzed results. The validity of the method is verified by comparing the analyzed results with measured ones.

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기둥(Post)과 핵(Core)의 이종재료 조합에 의한 치아의 유한요소해석 (A Finite Element Analysis of Incisors with Different Material Combinations of a Post and a Core)

  • 강민규;탁승민;이석순;서민석;김효진
    • 한국정밀공학회지
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    • 제28권4호
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    • pp.474-481
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    • 2011
  • The purpose of this study was to investigate the effect of rigidity of post core systems on stress distribution by the finite element stress analysis method. Three-dimensional finite element models simulating an endodontically treated maxillary central incisor restored with a zirconia crown were prepared. Each model contained cortical bone, trabecular bone, periodontal ligament, 4mm apical root canal filling, and post-and-core. A 50N static occlusal load was applied to the palatal surface of the crown with a $60^{\circ}$ angle to the long axis of the tooth. And three parallel type post (zirconia, glass fiber and stainless steel) and two core (Paracore and Tetric ceram) materials were evaluated, respectively. The differences in stress transfer characteristics of the models were analyzed. von Mises stresses were chosen for presentation of results and maximum displacement and hydrostatic pressure were also calculated. For the Result of the research, the model applied glass fiber to post material has lowest von Mises stress and it is suitable for material of post core systems.

Numerical procedures for extreme impulsive loading on high strength concrete structures

  • Danielson, Kent T.;Adley, Mark D.;O'Daniel, James L.
    • Computers and Concrete
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    • 제7권2호
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    • pp.159-167
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    • 2010
  • This paper demonstrates numerical techniques for complex large-scale modeling with microplane constitutive theories for reinforced high strength concrete, which for these applications, is defined to be around the 7000 psi (48 MPa) strength as frequently found in protective structural design. Applications involve highly impulsive loads, such as an explosive detonation or impact-penetration event. These capabilities were implemented into the authors' finite element code, ParaAble and the PRONTO 3D code from Sandia National Laboratories. All materials are explicitly modeled with eight-noded hexahedral elements. The concrete is modeled with a microplane constitutive theory, the reinforcing steel is modeled with the Johnson-Cook model, and the high explosive material is modeled with a JWL equation of state and a programmed burn model. Damage evolution, which can be used for erosion of elements and/or for post-analysis examination of damage, is extracted from the microplane predictions and computed by a modified Holmquist-Johnson-Cook approach that relates damage to levels of inelastic strain increment and pressure. Computation is performed with MPI on parallel processors. Several practical analyses demonstrate that large-scale analyses of this type can be reasonably run on large parallel computing systems.

2차 전자방출 효과를 고려한 기체방전의 과도상태 유한요소해석 (Finite Element Analysis of Gas Discharge in Transient State Considering Secondary Electron Emission Effects)

  • 김남경;정기우;최낙선;이세희;김동훈
    • 전기학회논문지
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    • 제59권7호
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    • pp.1276-1281
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    • 2010
  • To analyze the gas discharge phenomena in parallel-plane electrodes, the fully coupled finite element method (FEM) considering secondary electron emission effects in discharge column was adopted in this paper. Two coupled equations of the hydrodynamic diffusion-drift equations for three carriers and the Poisson's equation for electric scalar potential should be solved as a system equation. The proposed method including two secondary electron processes of the photoemission and background ionization has been successfully applied to evaluating the breakdown voltage in parallel-plane electrodes and is verified by comparing its numerical results with the experimental ones. From the obtained results, it is inferred that the proposed numerical scheme will be useful for predicting and understanding streamer transient phenomena.

임플란트 디자인이 식립 회전력과 응력에 미치는 영향에 관한 삼차원 유한요소 분석 (Effect of Implant Designs on Insertion Torque and Stress : Three-Dimensional Finite Element Analysis)

  • 김장응;최유성;임종화;조인호
    • 구강회복응용과학지
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    • 제26권2호
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    • pp.205-220
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    • 2010
  • 본 연구에서는 임플란트 디자인이 주입회전력과 주변 응력에 미치는 영향을 알아보고자 삼차원 유한 요소 분석을 이용하여 유효 응력과 모멘트 그리고 축력을 측정, 비교 조사하였다. 나사형 임플란트 매식체의 디자인을 4종의 평행형과 7종의 근첨형으로 구분하였고 하악골 소구치 부위에 식립한 것으로 가정하여 유한 요소 모델을 제작하였다. 각각의 임플란트가 식립될 때 주변부에 발생하는 응력을 분석하였으며 그 결과 근첨형 임플란트가 평행형 임플란트에 비해 높은 식립 회전력을 보여 초기 고정력이 우수할 것으로 예상되었으나 응력 분산 측면에 있어서는 효율성이 낮은 양상을 나타내었다. 근첨형 임플란트에 비해 평행형 임플란트가 나사산의 높이에 따른 영향을 크게 받는 것으로 나타났으며 근첨형 임플란트는 임플란트 몸체의 경사도가 증가함에 따라 높은 응력이 발생되는 것이 관찰되었다.

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.

병렬판구조를 이용한 3분력 로드셀 감지부의 설계 (Design of sensing element for 3-component load cell using parallel plate structure)

  • 김갑순;강대임;정수연;주진원
    • 대한기계학회논문집A
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    • 제21권11호
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    • pp.1871-1884
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    • 1997
  • This paper describes the design process of a 3-component load cell with a multiple parallel plate structure which may be used to measure transverse forces and twisting moment simultaneously. Also we have derived equations to predict the bending strains on the surface of the beams in the multiple parallel plate structure under transverse force or twisting moment. It reveals that the bending strains calculated from the derived equations are in good agreement with the results from finite element analysis and experiment. Also we have evaluated the rated output and interference error of each component, which can be efficiently used to design a 3-component load cell with a multiple parallel plate structure.

연단거리를 변수로 갖는 오스테나이트계 스테인리스강(STS201) 일면전단 볼트접합부의 최대내력에 관한 해석연구 (Analysis Study on Ultimate Strength of Single-shear Bolted Connections with Austenitic Stainless Steel(STS201) with Varied End and Edge distances)

  • 차은영;황보경;이후창;김태수
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권5호
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    • pp.1-11
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    • 2017
  • This study focused on the ultimate behaviors(ultimate strength and fracture mode ) of single shear bolted connection with austenitic sainless steel(STS201) and curling effect on the ultimate strength using finite element analysis based on test results. Main variables are end distance in the parallel direction to loading and edge distance in the perpendicular direction to loading. The validation of finite element analysis procedures was verified through the comparisons of ultimate strength, fracture mode and curling(out-of-plane deformation) occurrence between test results and numerical predictions. Curling was observed in both test and analysis results and it reduced the ultimate strength of single- shear bolted connections with relatively long end distances. Strength reduction ratios caused by curling were estimated quantitatively by maximum 19%, 32%, respectively for specimens with edge distance, 48 mm and 60 mm compared with strengths of uncurled connections with restrained out-of-plane deformation. Finally, analysis strengths were compared with current design strengths and it is found that design block shear equations did not provide the accurate predictions for bolted connections with strength reduction by curling.