The construction of plane elastomechanics and Mindlin plate elements of B-spline wavelet on the interval

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Abstract

Based on two-dimensional tensor product B-spline wavelet on the interval (BSWI), a class of C0 type plate elements is constructed to solve plane elastomechanics and moderately thick plate problems. Instead of traditional polynomial interpolation, the scaling functions of two-dimensional tensor product BSWI are employed to form the shape functions and construct BSWI elements. Unlike the process of direct wavelets adding in the previous work, the elemental displacement field represented by the coefficients of wavelets expansions is transformed into edges and internal modes via the constructed transformation matrix in this paper. The method combines the versatility of the conventional finite element method (FEM) with the accuracy of B-spline functions approximation and various basis functions for structural analysis. Some numerical examples are studied to demonstrate the proposed method and the numerical results presented are in good agreement with the closed-form or traditional FEM solutions.

Original languageEnglish
Pages (from-to)1269-1280
Number of pages12
JournalFinite Elements in Analysis and Design
Volume42
Issue number14-15
DOIs
StatePublished - Oct 2006

Keywords

  • B-spline wavelet on the interval
  • Mindlin plate element
  • Plane elastomechanics element
  • Tensor product wavelet
  • Transformation matrix

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