• 제목/요약/키워드: Three Dimensional Elastostatics

검색결과 2건 처리시간 0.016초

정탄성학 문제에서 경계 기반 형상설계 민감도 해석 (Boundary-Based Shape Design Sensitivity Analysis of Elastostatics Problems)

  • 원준호;최주호
    • 대한기계학회논문집A
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    • 제30권2호
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    • pp.149-156
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    • 2006
  • A boundary-based design sensitivity analysis(DSA) technique is proposed for addressing shape optimization issues in the elastostatics problems. Sensitivity formula is derived based on the continuum formulation in a boundary integral form, which consists of the boundary solutions and shape variation vectors. Though the boundary element method(BEM) has been mainly used to obtain the boundary solution, the FEM is used in this paper because this is much more popular, and has greatly improved meshing and computing power recently. The advantage of the boundary DSA is that the shape variation vectors, which are also known as design velocity fields, are needed only on the boundary. Then, the step for determining the design velocity field over the whole domain, which was necessary in the domain-based DSA, is eliminated, making the process easy to implement and efficient. Problem of fillet design is chosen to illustrate the efficiency of the proposed method. Accuracy of the sensitivity is good with this method even by employing the free mesh for the FE analysis.

Analysis of transversely isotropic hollow toroids using the semi-analytical DQM

  • Jiang, W.;Redekop, D.
    • Structural Engineering and Mechanics
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    • 제13권1호
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    • pp.103-116
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    • 2002
  • A solution based on the linear three-dimensional theory of elasticity is developed for vibration and elastostatic problems of hollow toroids. The theory is developed for transversely isotropic toroids of arbitrary thickness, and has the potential to validate some vehicle and aircraft tire models in the linear range. In the semi-analytical method that is adopted Fourier series are written in the circumferential direction, forming a set of two-dimensional problems. These problems are solved using the differential quadrature method. A commercial finite element program is used to determine alternative solutions. For validation both problems of vibration and elastostatics are considered. Finally results are determined for local surface loading problems, and conclusions are drawn.