TWO-STAGE GRID METHOD OF SOLUTION OF BOUNDARY PROBLEMS OF STRUCTURAL MECHANICS WITH THE USE OF DISCRETE HAAR BASIS

Abstract

The distinctive paper is devoted to development of two-stage numerical method. At the first stage, the discrete problem is solved on a coarse grid, where the number of nodes in each direction is the same and is a pow-er of 2. Then the number of nodes in each direction is doubled and the resulting solution on a coarse grid using a discrete Haar basis is defined at the nodes of the fine grid as the initial approximation. At the second stage, we ob-tain a solution in the nodes of the fine grid using the most appropriate iterative method,. Test examples of the solu-tion of one-dimensional, two-dimensional and three-dimensional boundary problems are under consideration

Authors and Affiliations

Marina L. Mozgaleva

Keywords

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  • EP ID EP576603
  • DOI 10.22337/2587-9618-2017-13-1-69-85
  • Views 32
  • Downloads 0

How To Cite

Marina L. Mozgaleva (2017). TWO-STAGE GRID METHOD OF SOLUTION OF BOUNDARY PROBLEMS OF STRUCTURAL MECHANICS WITH THE USE OF DISCRETE HAAR BASIS. International Journal for Computational Civil and Structural Engineering, 13(1), 69-85. https://europub.co.uk/articles/-A-576603