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IUTAM Symposium on Discretization Methods in Structural Mechanics pp 147–154Cite as

A Field Boundary Element Formulation For Axisymmetric Finite Strain Elastoplasticity

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Part of the book series: Solid Mechanics and its Applications ((SMIA,volume 68))

Abstract

The boundary element method (BEM) is now well established in linear elasticity, where this approach leads to a reduction of the problem by one dimension. When dealing with nonlinear problems an additional domain integral is required in order to represent the nonlinear behaviour. Due to this additional integral the method is then called field boundary element method (FBEM).

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References

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Author information

Authors and Affiliations

  1. Universität Erlangen-Nürnberg, Egerlandstr. 5, D-91058, Erlangen, Germany

    G. Kuhn & O. Köhler

Authors
  1. G. Kuhn
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  2. O. Köhler
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Editor information

Editors and Affiliations

  1. Institute for Strength of Materials, Vienna University of Technology, Austria

    H. A. Mang

  2. Institute of Lightweight Structures and Aerospace Engineering, Vienna University of Technology, Austria

    F. G. Rammerstorfer

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© 1999 Springer Science+Business Media Dordrecht

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Kuhn, G., Köhler, O. (1999). A Field Boundary Element Formulation For Axisymmetric Finite Strain Elastoplasticity. In: Mang, H.A., Rammerstorfer, F.G. (eds) IUTAM Symposium on Discretization Methods in Structural Mechanics. Solid Mechanics and its Applications, vol 68. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-4589-3_17

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  • DOI: https://doi.org/10.1007/978-94-011-4589-3_17

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-5942-8

  • Online ISBN: 978-94-011-4589-3

  • eBook Packages: Springer Book Archive

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