• 제목/요약/키워드: Finite Differences

검색결과 380건 처리시간 0.024초

정자력 계산을 위한 적응 유한 요소법 (An Adaptive Finite Element Method for Magnetostatic Force Computations)

  • 박용규;정현교;이기식;한송엽
    • 대한전기학회:학술대회논문집
    • /
    • 대한전기학회 1988년도 추계학술대회 논문집 학회본부
    • /
    • pp.24-27
    • /
    • 1988
  • This paper presents an adaptive finite element method for magnetostatic force computation using Maxwell's stress tensor Mesh refinements are performed automatically by interelement flux density discontinuity errors and element force errors. In initial mesh, the computed forces for different Integration paths give great differences. but converge to a certain value as mesh division is performed by the adaptive scheme, We obtained good agreement between analytic solutions and numerical values In typical examples.

  • PDF

재료비선형을 고려한 일방향-평직 혼합 적층 복합재 체결부의 점진적 파손해석 (Progressive Failure Analysis of UD-Fabric Hybrid Laminated Composite Joints Considering Material Nonlinearity)

  • 최정석;신소영;안현수;권진회
    • 한국복합재료학회:학술대회논문집
    • /
    • 한국복합재료학회 2002년도 추계학술발표대회 논문집
    • /
    • pp.79-82
    • /
    • 2002
  • A finite element method based on the two-dimensional progressive failure analysis considering material nonlinearity is presented for characterizing the strength and failure of the unidirectional-fabric hybrid laminated composite joints under pin loading. The 8-node laminated shell element is incorporated in the updated Lagrangian formulation. Failure criteria including the Maximum Stress and Tsai-Wu are used in conjunction with the complete unloading stiffness degradation method. For the verification, joint tests are conducted for the specimens with two different ply-number ratios of UD composite to fabric composite. Although there are some differences depending on ply-number ratios, the finite element model using the maximum stress criterion considering nonlinear material behavior predicts the failure strength best.

  • PDF

Normal and Reconstructed Mandibular Condyle Mechanics

  • Hollister, S.J.;Feinberg, S.E.
    • Journal of Mechanical Science and Technology
    • /
    • 제15권7호
    • /
    • pp.974-981
    • /
    • 2001
  • One approach to reconstructing a damaged mandibular condyle is to replace it with a rib graft. This procedure requires removal of the lateral pterygoid muscle. The rib graft has significantly different shape and mechanical properties than the original condyle. These three factors can be expected to alter mandible (jaw) mechanics. We used voxel-based finite element methods to analysis both normal and a simulated reconstructed mandible using data from the US NIH Visible Human Female. Results demonstrated significant differences between normal and reconstructed mandible mechanics. The reconstructed mandible displaced more than the normal mandible. Stresses in the rib graft were 3 to 4 times higher than in a normal mandibular condyle. Stresses in the rest of the mandible were also higher in the reconstructed case. Further analyses are required to determine how each of the alterations in the reconstructed mandible contributes to the difference in reconstructed mandible mechanics.

  • PDF

$Si_3N_4/SM45C$ 접합부의 응력해석 및 파괴특성 (Fracture Characteristics and Stress Analysis of $Si_3N_4/SM45C$ Joint)

  • 김기성
    • 한국공작기계학회:학술대회논문집
    • /
    • 한국공작기계학회 1998년도 추계학술대회 논문집
    • /
    • pp.248-253
    • /
    • 1998
  • Recently, the uses of Ceramic/metal bonded joints, resin/metal joints, adhesive joints, composite materials which are composed of dissimiliar materials have increased in various industry fields. Since the ceramic/metal bonded joints material is made at a high temperature, residual stress distributions due to differences in material properties were investigated by varying material parameters. The two dimensional finite element analysis was performed to study residual stress distribution in Si3N4/SM45C bonded joint with a copper interlayer between the silicon nitride(Si3N4) and the structural carbon steel(SM45C) and 4-point bending tests were carried out under room temperature. Fracture surface and crack propagation path were observed using scanning electron microscope and characteristics of its fracture was discussed.

  • PDF

Strain localization and failure load predictions of geosynthetic reinforced soil structures

  • Alsaleh, Mustafa;Kitsabunnarat, Akadet;Helwany, Sam
    • Interaction and multiscale mechanics
    • /
    • 제2권3호
    • /
    • pp.235-261
    • /
    • 2009
  • This study illustrates the differences between the elasto-plastic cap model and Lade's model with Cosserat rotation through the analyses of two large-scale geosynthetic-reinforced soil (GRS) retaining wall tests that were brought to failure using a monotonically increasing surcharge pressure. The finite element analyses with Lade's model were able to reasonably simulate the large-scale plane strain laboratory tests. On average, the finite element analyses gave reasonably good agreement with the experimental results in terms of global performances and shear band occurrences. In contrast, the cap model was not able to simulate the development of shear banding in the tests. In both test simulations the cap model predicted failure loads that were substantially less than the measured ones.

수평하중을 받는 프리캐스트 콘크리트 대형 판넬 부분구조의 비선형 해석 (Nonlinear Finite Element Analysis for the Precast Concrete Large Panel Subassemblage subjected to Horizontal Force)

  • 박병순;서수연;이원호;이리형
    • 한국전산구조공학회:학술대회논문집
    • /
    • 한국전산구조공학회 1993년도 가을 학술발표회논문집
    • /
    • pp.157-162
    • /
    • 1993
  • During earthquakes, the joints provide a principal means for energy dissipation, and these are also responsible for introducing a nonlinear behavior to the overall building system, while large panels remain in the elastic range. In analysis for the precast concrete large panel system, it is difficult to make a general analysis for their behavior because of differences in joint details. Therefore, in case of presence of vertical joints, it is more difficult because of the interaction between the horizontal joints and vertical joints, In this study, a nonlinear finite element analysis is performed using the gap element, friction element, and concrete material model, and the results are compared with the experimental results.

  • PDF

모델링 오차를 고려한 신경망 기법 기반 손상추정방법 (Neural Networks-Based Damage Detection for Bridges Considering Errors in Baseline Finite Element Models)

  • Lee, Jong-Jae;Yun, Chung-Bang;Lee, Jong-Won;Jung, Hie-Young
    • 한국전산구조공학회:학술대회논문집
    • /
    • 한국전산구조공학회 2003년도 봄 학술발표회 논문집
    • /
    • pp.382-387
    • /
    • 2003
  • In this paper, a neural networks-based damage detection method using the modal properties is presented, which can effectively reduce the effect of the modeling errors in the baseline finite element model from which the training patterns for the networks are to be generated. The differences or the ratios of the mode shape components between before and after damage are used as the input to the neural networks in this method, since they are found to be less sensitive to the modeling errors than the mode shapes themselves. Results of laboratory test on a simply supported bridge model and field test on a bridge with multiple girders confirm the applicability of the present method.

  • PDF

박판성형공정의 유한요소해석을 위한 드로우비드 전문모델 개발 (2부:모델링) (Development of Drawbead Expert Models for Finite Element Analysis of Sheet Metal Forming Process (Part2: Modeling))

  • 금영탁;이재우;박승우
    • 한국소성가공학회:학술대회논문집
    • /
    • 한국소성가공학회 1997년도 춘계학술대회논문집
    • /
    • pp.50-54
    • /
    • 1997
  • An expert drawbead model is developed to model a cranky drawbead in the finite element analysis of stamping processes. The expert model calculates the drawbead restraining forces (DBRF's) and bead-exit thinning, which are boundary conditions. DBRF's are calculated by considering bending force, unbending force, and friction force in order. Bead-exit thinning are due to the bending and tension during the deformation. The DBFR's and thinning computed form the mathematical model for the basic beads are compared with measurements and correction factors compensating for the differences are found using the multiple linear regression method. The composition beads are assumed to be a combination of basic beads so that the DBRF's and bead-exit thinning are computed to the sum of those of basic beads.

  • PDF

구멍뚫기법을 이용한 잔류응력 측정시 경사구멍의 영향 (Influence of the Inclined Hole in Residual Stresses Measurement Using the Hole-Drilling Method)

  • 김철;양원호;석창성;허성필
    • 한국자동차공학회논문집
    • /
    • 제9권6호
    • /
    • pp.201-206
    • /
    • 2001
  • The hole-drilling method makes a little hole through the metal surface that has residual stress and measures the relieved stress with a strain gage. It is used widely in measuring the residual stress of surfaces. In this method, the inclined hole is one of the source of error. This paper presents a finite element analysis of influence of the inclined hole for the uniaxial residual stress field. The stress differences between measured and applied residual stress increase proportionally to inclined angle of the hole. The correction equations which easily obtain the residual stress taking account of the inclined angle and direction are derived. The measurement error of stress due to the inclined hole can be reduced to around 1% through this study.

  • PDF

Magnetic Field Analysis of the Electrode Arc Furnace in Steel Making Foundries

  • Kim, C.W.;Im, J.I.
    • Journal of Magnetics
    • /
    • 제8권2호
    • /
    • pp.79-84
    • /
    • 2003
  • Finite element analysis showed that strong magnetic fields were distributed around the arc furnace where the strongest magnetic fields were generated around the three phase cables. The second and third strongest fields near the arc furnace were found to be generated around the electrodes and the mast-arms, respectively. The generated field intensities were greatly influenced by the mast arm structure of the arc furnace as well as the phase differences and operation currents of the supplied power, Magnetic field decay patterns around the arc furnace could be smoothly fitted by this equation of exponential formula, H=H$0_$+Ae$^{\frac{r}{t}}$. These results revealed that magnetic field intensities around the arc furnace could be estimated at any 3-dimensional position using finite element method (FEM).