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International Conference on Large-Scale Scientific Computing

LSSC 2001: Large-Scale Scientific Computing pp 445–453Cite as

Finite Element Method for Plates with Dynamic Loads

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Part of the book series: Lecture Notes in Computer Science ((LNCS,volume 2179))

Abstract

The aim of the study described here is to investigate the influence on changing a definite load for finite element approximation of plate bending problems. We consider and analyse cases of stiffened and unstiffened rectangular plates which are submited the same impact. In order to apply the method of normal shapes, we derive the first essential eigenpairs. Numerical examples that illustrate the determination of the dynamical stresses are presented.

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References

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Author information

Authors and Affiliations

  1. Technical University of Gabrovo, Bulgaria

    A.B. Andreev, J.T. Maximov & M.R. Racheva

Authors
  1. A.B. Andreev
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  2. J.T. Maximov
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  3. M.R. Racheva
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Editor information

Editors and Affiliations

  1. Central Laboratory for Parallel Processing, Bulgarian Academy of Sciences, Acad G. Bontchev, 1113, Sofia, Bulgaria

    Svetozar Margenov

  2. DTU, UNI•C, Danish IT Centre for Education and Research, Bldg. 304, 2800, Lyngby, Denmark

    Jerzy Waśniewski

  3. University of Rousse, Studentska 8, 7017, Rousse, Bulgaria

    Plamen Yalamov

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© 2001 Springer-Verlag Berlin Heidelberg

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Andreev, A., Maximov, J., Racheva, M. (2001). Finite Element Method for Plates with Dynamic Loads. In: Margenov, S., Waśniewski, J., Yalamov, P. (eds) Large-Scale Scientific Computing. LSSC 2001. Lecture Notes in Computer Science, vol 2179. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-45346-6_47

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  • DOI: https://doi.org/10.1007/3-540-45346-6_47

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  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-43043-8

  • Online ISBN: 978-3-540-45346-8

  • eBook Packages: Springer Book Archive

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