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4 - Plastic flow

Published online by Cambridge University Press:  23 November 2009

R. O. Davis
Affiliation:
University of Canterbury, Christchurch, New Zealand
A. P. S. Selvadurai
Affiliation:
McGill University, Montréal
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Summary

Introduction

In Chapter 3 we formulated conditions describing when yielding may or may not occur. In this chapter we begin to explore what may happen if the stress point arrives at the yield surface. We intuitively expect that yielding will be accompanied by some form of increased deformation, over and above the elastic deformation that has gone on while the stress point has been inside the yield surface. We expect plastic behaviour to be softer than elastic behaviour, with the result that strains will accumulate more quickly. The term plastic flow is used to describe the deformation following yield.

One of the main differences between plastic response and elastic response is that plastic flow will be irreversible. While the material is elastic we can increase the stress with a consequent increase in strain, and then completely recover those strains by simply returning the stress state to its initial value. If yield occurs this will not be possible. Plastic deformation will not be recoverable from simple unloading. If we do reduce the stress to its initial value we will recover whatever elastic strain that has occurred in getting to the yield state, but the plastic strain will be locked within the body.

In order to describe plastic flow we might attempt to derive a constitutive relationship linking plastic strain to the current stress state. But this will immediately lead to difficulties owing precisely to the irreversibility mentioned above.

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Publisher: Cambridge University Press
Print publication year: 2002

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References

Saint-Venant, B., Mémoire sur l'établissement des équations différentielles des mouvements intérieurs opérés dans les corps solides ductiles au delà des limites où l'élasticitié pourrait les ramener à leur premier état, Comptes Rendus Acad. Sci. Paris, 70, 473 (1870)Google Scholar
R. Hill, The Mathematical Theory of Plasticity, Clarendon Press, Oxford, 1950
C. R. Calladine, Engineering Plasticity, Pergamon Press, Oxford, 1969
C. S. Desai and H. J. Siriwardane, Constitutive Laws for Engineering Materials, Prentice-Hall, Englewood Cliffs, NJ, 1984
Ménard, L., ‘Mésures in-situ des propriétés physique des sols,’ Annales des Ponts et Chaussées, 127, 357–377 (1957)Google Scholar
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Carter, J. P., Booker, J. R. and Yeung, S. K., ‘Cavity expansion in cohesive frictional soils’, Geotechnique, 36, 349–358, 1986CrossRefGoogle Scholar

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  • Plastic flow
  • R. O. Davis, University of Canterbury, Christchurch, New Zealand, A. P. S. Selvadurai, McGill University, Montréal
  • Book: Plasticity and Geomechanics
  • Online publication: 23 November 2009
  • Chapter DOI: https://doi.org/10.1017/CBO9780511614958.005
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  • Plastic flow
  • R. O. Davis, University of Canterbury, Christchurch, New Zealand, A. P. S. Selvadurai, McGill University, Montréal
  • Book: Plasticity and Geomechanics
  • Online publication: 23 November 2009
  • Chapter DOI: https://doi.org/10.1017/CBO9780511614958.005
Available formats
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Save book to Google Drive

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Google Drive.

  • Plastic flow
  • R. O. Davis, University of Canterbury, Christchurch, New Zealand, A. P. S. Selvadurai, McGill University, Montréal
  • Book: Plasticity and Geomechanics
  • Online publication: 23 November 2009
  • Chapter DOI: https://doi.org/10.1017/CBO9780511614958.005
Available formats
×