• 제목/요약/키워드: Finite element program

검색결과 2,114건 처리시간 0.029초

LNG 압력용기의 설계 (A LNG Pressure Vessel Design)

  • 김정위
    • Journal of Welding and Joining
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    • 제18권4호
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    • pp.28-37
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    • 2000
  • In this paper the LNG vessel of the Moss type which is capable of lifting 15,261 tons is investigated in the view point of the pressure vessel preliminary design using the finite element method. The Pressure vessel design is based on the equivalent stress levels due to the internal pressure. The finite element model of the spherical pressure vessel is configured using 4 noded quadrilateral shell element. The finite element analysis program NASTRAN and ANSYS 5.5are implemented. The design is compared with the three kinds of the boundary condition : first, where the equator of the pressure vessel is fixed, and where the top and is fixed, and, the bottom end is fixed, respectively. A comparison is presented between the results obtained by the finite element model and by the prototype production model. Additionally just below position(case 1 & case 2) of equator ring was carried out by using ANSYS 5.5. The results show that the vessel design based on the stress is acceptable at the preliminary design.

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有限要素法에 의한 舶用機關軸系裝置의 最適配置에 關한 硏究 (Optimum Alignment of Marine Engine Shaftings by the Finite Element Method)

  • 전효중;박진길;최재성
    • Journal of Advanced Marine Engineering and Technology
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    • 제2권1호
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    • pp.3-14
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    • 1978
  • The authors have developed a calculating method of propeller shaft alignment by the finite element method. The propeller shaft is divided into finite elements which can be treated as uniform section bars. For each element, the nodal point equation is derived from the stiffness matrix, the external force vector and the section force vector. Then the overall nodal point equation is derived from the element nodal point equation. The deflection, offset, bending moment and shearing force of each nodal point are calculated from the overall nodal point equation by the digital computer. Reactions and deflections of supporting points of straight shaft are calculated and also the reaction influence number is derived. With the reaction influence number the optimum alignment condition that satisfies all conditions is calculated by the simplex method of linear programming. All results of calculation are compared with those of Det norske Veritas, which has developed a computor program based on the three-moment theorem of the strength of materials. The authors finite element method has shown good results and will be used effectively to design the propeller shaft alignment.

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3차원 결정소성 유한요소해석을 통한 변형 집합조직 예측 (Prediction of Deformation Texture Based on a Three-Dimensional Crystal Plasticity Finite Element Method)

  • 정경환;김동규;임용택;이용신
    • 소성∙가공
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    • 제21권4호
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    • pp.252-257
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    • 2012
  • Crystallographic texture evolution during forming processes has a significant effect on the anisotropic flow behavior of crystalline material. In this study, a crystal plasticity finite element method (CPFEM), which incorporates the crystal plasticity constitutive law into a three-dimensional finite element method, was used to investigate texture evolution of a face-centered-cubic material - an aluminum alloy. A rate-dependent polycrystalline theory was fully implemented within an in-house program, CAMPform3D. Each integration point in the element was considered to be a polycrystalline aggregate consisting of a large number of grains, and the deformation of each grain in the aggregate was assumed to be the same as the macroscopic deformation of the aggregate. The texture evolution during three different deformation modes - uniaxial tension, uniaxial compression, and plane strain compression - was investigated in terms of pole figures and compared to experimental data available in the literature.

Direct frequency domain analysis of concrete arch dams based on FE-(FE-HE)-BE technique

  • Lotfi, Vahid
    • Computers and Concrete
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    • 제1권3호
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    • pp.285-302
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    • 2004
  • A FE-(FE-HE)-BE procedure is presented for dynamic analysis of concrete arch dams. In this technique, dam body is discretized by solid finite elements, while the reservoir domain is considered by a combination of fluid finite elements and a three-dimensional fluid hyper-element. Furthermore, foundation rock domain is handled by three-dimensional boundary element formulation. Based on this method, a previously developed program is modified, and the response of Morrow Point arch dam is studied for various conditions. Moreover, the effects of canyon shape on response of dam, is also discussed.

Application of the Boundary Element Method to Finite Deflection of Elastic Bending Plates

  • Kim, Chi Kyung
    • International Journal of Safety
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    • 제2권1호
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    • pp.39-44
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    • 2003
  • The present study deals with an approximate integral equation approach to finite deflection of elastic plates with arbitrary plane form. An integral formulation leads to a system of boundary integral equations involving values of deflection, slope, bending moment and transverse shear force along the edge. The basic principles of the development of boundary element technique are reviewed. A computer program for solving for stresses and deflections in a isotropic, homogeneous, linear and elastic bending plate is developed. The fundamental solution of deflection and moment is employed in this program. The deflections and moments are assumed constant within the quadrilateral element. Numerical solutions for sample problems, obtained by the direct boundary element method, are presented and results are compared with known solutions.

비탄성 유한요소해석을 이용한 철근콘크리트 교각의 내진성능평가 (Seismic Performance Assessment of RC Bridge Columns using Inelastic Finite Element Analysis)

  • 김태훈;정영수;신현목
    • 한국지진공학회논문집
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    • 제9권5호
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    • pp.63-74
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    • 2005
  • 이 연구의 목적은 비탄성 유한요소해석을 이용하여 철근콘크리트 교각의 내진성능을 평가하는데 있다. 정확하고 올바른 성능평가를 위하여 신뢰성 있는 비선형 유한요소해석 프로그램을 사용하였다. 사용된 프로그램은 철근콘크리트 구조물의 해석을 위한 RCAHEST이다. 손상지수는 지진하중하의 철근콘크리트 교각의 손상을 수치적으로 정량화하는 방법으로서 제안되었다. 이 연구에서는 철근콘크리트 교각의 내진성능평가를 위해 제안한 해석기법을 신뢰성 있는 연구자의 실험결과와 비교하여 그 타당성을 검증하였다.

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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인장시험을 유한요소해석 시뮬레이션하여 진응력-진변형도 곡선을 결정하는 방법 (True Stress-True Strain Curves Obtained by Simulating Tensile Tests Using Finite Element Program)

  • 주석재
    • 대한기계학회논문집A
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    • 제35권1호
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    • pp.25-31
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    • 2011
  • 인장시험할 때 최대하중점을 넘으며 네킹이 발생하여 단면에 분포하는 응력이 더 이상 균일하지 않다. 네킹이 진행될수록 상당응력은 축방향 응력과 더 달라진다. 이 네킹현상을 극복하고 진응력-진변형도 곡선을 결정하는 방법이 이제까지 많이 연구개발되었다. 그 중에서 유한요소해석 시뮬레이션을 이용하는 방법이 매력적이다. 이 논문에서는 범용상용 프로그램을 사용하여 인장시험을 시뮬레이션하였다. 같은 강괴에서 채취한 봉상시편과 판상시편을 인장시험하고 시뮬레이션하였다. Hollomon 법칙을 가정하지 않고 진응력-진변형도 곡선을 결정하였다.

비선형 유한요소해석을 이용한 철근콘크리트 교량의 내진성능평가 (Seismic Performance Assessment of RC Bridges using Nonlinear Finite Element Analysis)

  • 김태훈;신현목
    • 한국지진공학회논문집
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    • 제10권2호
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    • pp.31-38
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    • 2006
  • 이 연구의 목적은 비선형 유한요소해석을 이용하여 철근콘크리트 교량의 내진성능을 평가하는데 있다. 정확하고 올바른 성능평가를 위하여 신뢰성 있는 비선형 유한요소해석 프로그램을 사용하였다. 사용된 프로그램은 철근콘크리트 구조물의 해석을 위한 RCAHEST이다. 재료적 비선형성에 대해서는 균열콘크리트에 대한 인장, 압축, 전단모델과 콘크리트 속에 있는 철근모델을 조합하여 고려하였다. 이에 대한 콘크리트의 균열모델로서는 분산균열모델을 사용하였다. 제안한 해석기법을 철근콘크리트 교량에 적용하여 비교, 분석하였다.

터빈로터 수명예측 프로그램의 개발 및 민감도 분석 (Development and Sensitivity Analysis of Life Estimation Program for Turbine Rotors)

  • 박재실;석창성;서명원;홍경태
    • 대한기계학회논문집A
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    • 제24권10호
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    • pp.2654-2663
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    • 2000
  • Steam turbine rotors are the most critical and highly stressed components of a steam power plant; therefore, the life expectancy of the turbine rotor is an important consideration for the safety of a steam power plant. The objective of this paper is to develop a life estimation program for turbine rotors for all possible operating conditions. For this purpose, finite element analysis was carried out for four normal operating modes (cold, warm, hot and very hot starts) using ABAQUS codes. The results are made into databases to evaluate the life expenditure for an actual operating condition. For any other possible abnormal operating condition, the operating data are transmitted to the server (workstation) through a network to carry out finite element analysis. Damage estimation is carried out by transmitting the finite element analysis results to the personal computer, and then the life expectancy is calculated.