Effective algorithm for calculating spatial deformations of pre-stressed concrete beams

  • Authors:

  • János Török;Dénes Németh;Máté Lakat

  • Affiliations:

  • Centre of Information Technology, Budapest University of Technology, Budapest, Hungary;Centre of Information Technology, Budapest University of Technology, Budapest, Hungary;Centre of Information Technology, Budapest University of Technology, Budapest, Hungary

  • Venue:
  • LSSC'09 Proceedings of the 7th international conference on Large-Scale Scientific Computing
  • Year:
  • 2009

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Abstract

An effective algorithm is presented in this paper to solve boundary value problems describing the deformations of pre-stressed concrete beams The solution presented in this paper aims to deliver a speedup of several magnitudes compared to existing algorithms in order to be able to handle more complex problems inaccessible so far Parallelization problems are investigated and a solution is proposed which allows the running of this algorithm in various environments from desktop computers to clusters and Grids.