• 제목/요약/키워드: Mesh Refinement

검색결과 189건 처리시간 0.032초

정사각 직관과 $180^{\circ}$ 곡관내 난류유동의 레이놀즈응력모형 적용 (Turbulent Flow through a Square Straight and Curved Duct with Reynolds Stress Models)

  • 전건호;최영돈
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 춘계학술대회논문집B
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    • pp.771-776
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    • 2000
  • Fine grid calculations are reported for the developing turbulent flow in a straight duct and a curved duct of square cross-section with a radius of curvature to hydraulic diameter ratio ${\delta}=R_c/H_H=3.357$ and a bend angle of 180 deg. A sequence of modeling refinements is introduced; the replacement of wall function by a fine mesh across the sublayer and a low Reynolds number second moment closure up to the near wall sublayer in which the non-linear return to isotropy model and the cubic-quasi-isotropy model for the pressure strain are adopted; and the introduction of a multiple source model for the exact dissipation rate equation. Each refinement is shown to lead to an appreciable improvement in the agreement between measurement and computation.

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Diffusive Shock Acceleration with Self-Consistent Injection

  • KANG HYESUNG
    • 천문학회지
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    • 제34권4호
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    • pp.293-295
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    • 2001
  • A numerical scheme that incorporates a self-consistent cosmic-ray (CR, hereafter) injection model into the combined gas dynamics and CR diffusion-convection code has been developed. The hydro/CR code can follow in a very cos-effective way the evolution of CR modified shocks by adopting subzone shock-tracking and multi-level Adaptive Mesh Refinement techniques. The injection model is based on interactions of the suprathermal particles with self-generated MHD waves in quasi-parallel shocks. The particle injection is followed numerically by filtering the diffusive flux of suprathermal particles across the shock to upstream region according to a velocity-dependent transparency function, which represents the fraction of leaking suprathermal particles. In the strong shock limit of Mach numbers $\ge$20, significant physical processes such as the injection and acceleration seem to become independent of M, while they are sensitively dependent on M for M < 10. Although some particles injected early in the evolution continue to be accelerated to higher energies, the postshock CR pressure reaches a time asymptotic value due to balance between acceleration and diffusion of the CR particles.

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Variable-node non-conforming membrane elements

  • Choi, Chang-Koon;Lee, Tae-Yeol
    • Structural Engineering and Mechanics
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    • 제16권4호
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    • pp.479-492
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    • 2003
  • Non-conforming membrane elements which have variable number of mid-side nodes with drilling degrees of freedom and which is designated as NMDx have been presented in this paper. The non-conforming elements with variable number of mid-side nodes can be efficiently used in the local mesh refinement for the in-plane structures. To guarantee the developed elements always pass the patch test, the direct modification method is incorporated into the element formulation. Detailed numerical tests in this study show the validity of the variable node NC elements developed in this study and a wide applicability of these elements to practical problems.

선형탄성파괴역학 이론에 의한 균열판의 p-Version 유한요소해석 (p-Version Finite Element Analysis of Cracked Panels Based on Linear Elastic Fracture Mechanics)

  • 윤영필;우광성;박병기;신영식
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1993년도 봄 학술발표회논문집
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    • pp.19-26
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    • 1993
  • The p-version crack model based on integrals of Legendre polynomial and virtual crack extension method is proposed with its potential for application to stress intensity factor computations in linear elastic fracture mechanics. The main advantage of this model is that the data preparation effort is minimal because only a small number of elements are used and the high accuracy and the rapid rate of convergence can be achieved in the vicinity of crack tip. There are two important findings from this study. Firstly, the limit value, the strain energy of the exact solution can be estimated with successive three p-version approximations by ascertaining the approximations is entered the asymptotic range. Secondly, the rate of convergence of p-version model is almost twice that of h-version model on the basis of uniform or quasiuniform mesh refinement for the cracked panel problem subjected tension.

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Ultimate torsional strength of cracked stiffened box girders with a large deck opening

  • Ao, Lei;Wang, De-Yu
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제8권4호
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    • pp.360-374
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    • 2016
  • The present paper studies the ultimate torsional strength of stiffened box girders with large deck opening due to the influence of cracks. Three types of hull girders with different spans are provided for comparison. Potential parameters which may have effects on the torsional strength including the mesh refinement, initial deflection, material strain hardening, geometric properties of crack and stiffener are discussed. Two new concepts that play an significant role in the ultimate strength research of damaged box girders are introduced, one of which is the effective residual section (ERS), the other is the initial damage of the failure zone (IDFZ) for intact structures. New simple formulas for predicting the residual ultimate torsional strength of cracked stiffened box girders are derived on the basis of the two new concepts.

DI 스위칭 소자의 Turn on 특성에 관한 연구 (A Study on the modelling of DI Switching Device by FEM)

  • 이계훈;강호철;성만영;이현석
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1993년도 하계학술대회 논문집 B
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    • pp.1253-1255
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    • 1993
  • Double Injection(DI) switching devices consist of p+ and n+ contact separated by a nearly intrinsic semiconductor region containing deep trap. The FEM is chosen as a simulation method for DI switching device, because of the advantage in local mesh refinement and computer memory comparing with other methods. And Scharfetter-Gummel(S-G) scheme is applied, with which an accurate-seven point Gaussian Quadrature rule is combined. The existance of deed trap requires the modification of conventional equation set. So recombination rate equation is modified and a new equation is included in the equation set which conventionally consists of Poisson equation and current continuity equations.

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A Hydrodynamical Simulation of the Off-Axis Cluster Merger Abell 115

  • Lee, Wonki;Kim, Mincheol;Jee, Myungkook James
    • 천문학회보
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    • 제43권2호
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    • pp.38.1-38.1
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    • 2018
  • A merging galaxy cluster is a useful laboratory to study many interesting astrophysical processes such as intracluster medium heating, particle acceleration, and possibly dark matter self-interaction. However, without understanding the merger scenario of the system, interpretation of the observational data is severely limited. In this work, we focus on the off-axis binary cluster merger Abell 115, which possesses many remarkable features. The cluster has two cool cores in X-ray with disturbed morphologies and a single giant radio relic just north of the northern X-ray peak. In addition, there is a large discrepancy (almost a factor of 10) in mass estimate between weak lensing and dynamical analyses. To constrain the merger scenario, we perform a hydrodynamical simulation with the adaptive mesh refinement code RAMSES. We use the multi-wavelength observational data including X-ray, weak-lensing, radio, and optical spectroscopy to constrain the merger scenario. We present detailed comparisons between the simulation results and these multi-wavelength observations.

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적응적 쉘유한요소를 이용한 박스형 구조물의 좌굴해석 (Buckling Analysis of Box-typed Structures using Adaptive Shell Finite Elements)

  • 송명관;김선훈
    • 한국전산구조공학회논문집
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    • 제20권3호
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    • pp.265-272
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    • 2007
  • 본 논문에서는 적응적 h-유한요소 세분화에 의한 박스형 절판 구조물의 선형좌굴 유한요소해석법을 제안한다. 면내회전 자유도를 갖는 변절점 평판쉘유한요소를 사용하여 유한요소의 거동을 개선하고 6자유도를 갖는 다른 유한요소와의 자유도의 연결을 용이하게 한다. 이와 같이 개발된 평판쉘유한요소에 의하여 박스형 절판구조물의 정확한 구조해석이 가능한데, 변절점유한요소를 정식화함으로써 적응적 h-유한요소 세분화시에 발생하는 다른 패턴의 사각형 유한요소 세분화망의 연결을 용이하게 해결한다. 오차평가에 대한 개선된 응력장을 얻기 위하여 상위수렴 조각회복법을 적용한다. 이와 같이 상위수렴 조각회복법에 의한 개선된 응력장에 의하여 구성된 유한요소 세분화망을 이용하여 좌굴하중과 좌굴모드를 자동적으로 구할 수 있도록 한다.

지상라이다기반 실내 3차원 모델 구축 방안 (Indoor 3D Modeling Approach based on Terrestrial LiDAR)

  • 홍성철;박일석;허준;최현상
    • 대한토목학회논문집
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    • 제32권5D호
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    • pp.527-532
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    • 2012
  • 지상라이다는 시간과 인력의 소모를 절감하면서도 고밀도의 포인트 클라우드를 생성할 수 있으므로 3차원 지적, 문화재보호, 건설관리 등에 활용되고 있다. 본 연구에서는 포인트 클라우드를 기반으로 한 실내 3차원 모델 구축 기법을 제시하였다. 제시한 방안은 세그먼테이션 단계와 외곽선 추출 단계로 이루어진다. 세그먼테이션 단계에서는 RANSAC과 정제격자를 이용하여 포인트 클라우드를 동일 평면에 따라 분할한다. 외곽선 추출단계에서는 외곽선 추출 격자를 이용하여 3차원 모델의 경계선을 추출한다. 또한 모델링에 사용되지 않은 포인트들을 메쉬자료화여 실내 공간의 세부 묘사를 위한 자료로 활용하였다. 제시한 모델링 기법은 메쉬자료를 이용하여 3차원 모델 구축을 하던 작업과정을 크게 개선하였다. 하지만 실내 공간의 환경 특성에 따라 RANSAC 경계값, 정제격자와 외곽선 추출 격자 크기의 조정이 필요하며 원형 또한 곡선 형태를 지닌 실내 구조물의 외곽선 추출을 위한 알고리즘의 개선이 필요하다.

적응적 p-Version 유한요소법에서 정규 크리깅에 의한 응력복구기법 (Stress Recovery Technique by Ordinary Kriging Interpolation in p-Adaptive Finite Element Method)

  • 우광성;조준형;이동진
    • 대한토목학회논문집
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    • 제26권4A호
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    • pp.677-687
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    • 2006
  • 크리깅 보간법은 지구통계학 분야에 주로 사용되는 보간법의 하나이다. 이 방법은 실험적 베리오그램과 이론적 베리오그램의 작성과 크리깅 보간법의 정식화에 관한 연구를 포함하고 있다. 종래의 응력복구를 위한 최소제곱법과 대조적으로, 가우스적분점에서의 응력데이타로부터 준정해를 얻기 위해 가중 최소제곱법에 기초를 둔다. 즉, 동일한 가중치를 사용하는 종래의 방식들과는 달리 가우스적분점에서의 응력값의 보간을 위하여 베리오그램 모델링을 통한 가중치가 결정된다. 한편, 분할된 요소망에 Zienkiewicz와 Zhu에 의해 제안된 SPR기법에 기초를 둔 사후오차평가를 통해 p-차수를 균등 또는 선택적으로 증가시키는 자동체눈 방식이 도입되었다. 이 방법의 정당성을 보기위해 인장력을 받는 개구부를 갖는 평판문제를 해석하였다. 또한, 기존의 최소제곱법과의 비교를 통한 크리깅보간법의 정당성을 보여 주었다.