Instability of Gradient-dependent Elastoviscoplastic Model for Clay and Strain Localization Analysis

Document Type

Article

Publication Date

3-2000

Department

Department of Mechanical Engineering-Engineering Mechanics

Abstract

The instability of the strain gradient-dependent elastoviscoplastic constitutive model for water saturated clay is studied in relation to the strain localization phenomena and pattern formation during deformation. The second-order gradient of volumetric viscoplastic strain is introduced into the constitutive equations to account for the non-local effects associated with the motion of microstructures. Boundary value problems by using finite element are formulated and strain localization analyses are carried out.

Publisher's Statement

© 1999 Elsevier Science S.A.

Publication Title

Computer Methods in Applied Mechanics and Engineering

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