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Abstract

In the previous discussions of elasticity theory, it was assumed that the mechanical response of the solid was such that all strains vanished with the vanishing of all externally applied disturbances. From simple experiments on certain solids, particularly structural metals, it has, however, been found that this purely elastic response breaks down at some critical stress level and that the recoverable small elastic deformations are then accompanied by plastic deformations which remain present after all external disturbances vanish. In an effort to understand this phenomenon of plastic distortion, we accordingly consider the theory of plasticity in the present chapter, regarding it—as in the case of thermal elasticity and viscous elasticity— primarily as a supplement to the theory of elasticity described in Chapter 4.

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Selected Reading

  • Malvern, L. E., Introduction to the Mechanics of a Continuous Medium. Prentice-Hall, Englewood Cliffs, New Jersey, 1969. The equations of plasticity are discussed in Chapter 6.

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  • Hill, R., The Mathematical Theory of Plasticity. Clarendon Press, Oxford, England, 1950. The classical Prandtl-Reuss equations of plasticity are developed in Chapter 2.

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© 1976 Plenum Prees, New York

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Dawson, T.H. (1976). Theory of Plasticity. In: Theory and Practice of Solid Mechanics. Springer, Boston, MA. https://doi.org/10.1007/978-1-4613-4277-9_10

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  • DOI: https://doi.org/10.1007/978-1-4613-4277-9_10

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-1-4613-4279-3

  • Online ISBN: 978-1-4613-4277-9

  • eBook Packages: Springer Book Archive

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