• 제목/요약/키워드: 혼합형 변분원리

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균열된 쉘의 파괴역학해석을 위한 선진유한요소기법 (Advanced Finite Element Technology for Fracture Mechanics Analysis of Cracked Shells)

  • 우광성
    • 전산구조공학
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    • 제4권2호
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    • pp.77-85
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    • 1991
  • 선형탄성파괴역학에서 특히 균열 쉘의 응력집중계수 산정을 위해 p-version 유한요소법에 기초한 선진유한요소기법이 제안되었다. 세가지 균열된 쉘 예제를 통해 응력집중계수 산정은 종래의 h-version 유한요소모델에 비하여 p-version 유한요소 모델이 수렴성과 정확도 면에서 훨씬 더 적합함을 보여주고 있다. 이 기법의 주요 이점은 근사해의 정확도가 요소분할이나 균열선단요소 또는 혼합형 변분원리등의 특별고려가 없이 확보될 수 있다는데 있다.

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특이 유한요소의 구성과 응용 (Formulation of a Singular Finite Element and Its Application)

  • 김명식;임장근
    • 대한기계학회논문집A
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    • 제23권6호
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    • pp.1018-1025
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    • 1999
  • For the effective analysis of two dimensional plane problems with geometrical discontinuities, singular finite element has been proposed. The element matrix equation was formulated on the basis of hybrid variational principle and Trefftz function sets derived consistently from the complex theory of plane elasticity by introducing a conformal mapping function. In order to suggest the accuracy characteristics of the proposed singular finite element, typical plane problems were analyzed and these results were compared with exact solutions. The singular finite element gives the comparatively exact values of stress concentration factors or stress intensity factors and can be effectively used for the analysis of mechanical structures containing various geometrical discontinuities.

평면 탄성문제의 트래프츠 유한요소법과 캐비티요소의 구성 (Trefftz Finite Element Method and Cavity Element Formulationfor Plane Elasticity Problems)

  • 임장근;송관섭
    • 대한기계학회논문집A
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    • 제20권1호
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    • pp.163-171
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    • 1996
  • For the effective analysis of two dimensional plane problems, Treffiz finite elements and cavity elements have been proposed. These element matrix equaitons were formulated on the basis of hybrid variational principle and Treffiz function sets derived consitstently from the complex theoy of plane elasticity. In order to suggest the accuracy chatacteristics of the proposed Treffiz elements typical plane problems were analyzed and these results were compared with ones obtained by using the conveintional displacement type elements. The accuracy of the proposed elements is less sensitive to the element size and shape than the conventional displacement type elements. These elements, being able to be formed with multi-nodes, give the convenient modeling of an analytic domain. The cavity elements give the comparatively exact values of stress concentration factors of stress intensity factors and can be effectively used for the analysis of mechanical stuctures containing various cavities.