Skip to main content

A Finite Element Method for Problems in Perfect Plasticity Using Discontinuous Trial Functions

  • Conference paper
Nonlinear Finite Element Analysis in Structural Mechanics

Abstract

It is known (see e.g. [3],[5]) that the displacements in an elastic perfectly-plastic body may be discontinuous. Conventional finite element methods (displacement methods) for plasticity problems are based on using continuous trial functions and are thus not particularly well adapted to the nature of the true solution. In this note we propose a finite element method of displacement type for problems in perfect plasticity where we use a finite element space Vh of piecewise polynomial functions with no requirement on inter-element continuity. In order to be able to approximate a discontinuous solution u of a plasticity problem accurately with functions in Vh, the finite element mesh will have to fit the discontinuities of u. Thus, since the location of these discontinuities is in general not known in advance, one would like to use some kind of adaptive technique where according to the results of computations the finite element mesh is succesively modified. In this note we do not consider this more general problem but concentrate on analyzing the proposed method in the case of a given mesh.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 39.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 54.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. E. Christiansen, H. Matthies and G. Strang: The saddle point of a differential problem in “Energy methods in finite element analysis” ed. Rodin, Zienkiewicz and Glowinski, Wiley (1979).

    Google Scholar 

  2. I. Ekeland and R. Temam: Convex Analysis and Variational Problems, North Holland, Amsterdam (1976).

    Google Scholar 

  3. C. Johnson: Existence theorems for plasticity problems, J. Math. pures et appl. 55 (1976), 431–444.

    MATH  Google Scholar 

  4. G. Strang and R. Temam: Functions of Bounded Deformation, Université de Paris-Sud (1979).

    Google Scholar 

  5. P. Suquet: Existence et regularité de solutions des equations de la plasticité parfaite, Thèse 3me cycle, Université Paris V I (1978).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 1981 Springer-Verlag Berlin Heidelberg

About this paper

Cite this paper

Johnson, C., Scott, R. (1981). A Finite Element Method for Problems in Perfect Plasticity Using Discontinuous Trial Functions. In: Wunderlich, W., Stein, E., Bathe, KJ. (eds) Nonlinear Finite Element Analysis in Structural Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-81589-8_17

Download citation

  • DOI: https://doi.org/10.1007/978-3-642-81589-8_17

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-81591-1

  • Online ISBN: 978-3-642-81589-8

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics