Incremental theory of elasticity and plasticity under cyclic loading

Y. Ichikawa, T. Kyoya, T. Kawamoto

Research output: Chapter in Book/Report/Conference proceedingChapter

1 Citation (Scopus)

Abstract

The flow theory does not provide a sufficient framework in describing the behaviour of geomaterials, since the volumetric response cannot be treated independently from the shearing one, and the Drucker’s stability postulate is not usually satisfied by the flow theory. The multi-response theory proposed by Ichikawa, Kyoya and Kawamoto (1985) is a natural extension of the incremental plasticity theory. The model is here applied for the behaviour of geomaterials under cyclic loading with nonlinear elastic and plastic responses.

Original languageEnglish
Title of host publicationNumerical Methods in Geomechanics, Sixth Edition Volume 1
PublisherCRC Press
Pages327-334
Number of pages8
Volume1
ISBN (Electronic)9781351427678
ISBN (Print)9061918103, 9789061918103
DOIs
Publication statusPublished - Jan 1 2017
Externally publishedYes

ASJC Scopus subject areas

  • Engineering(all)

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  • Cite this

    Ichikawa, Y., Kyoya, T., & Kawamoto, T. (2017). Incremental theory of elasticity and plasticity under cyclic loading. In Numerical Methods in Geomechanics, Sixth Edition Volume 1 (Vol. 1, pp. 327-334). CRC Press. https://doi.org/10.1201/9780203745366