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.
Publication Title
Computer Methods in Applied Mechanics and Engineering
Recommended Citation
Oka, F.,
Yashima, A.,
Sawada, K.,
&
Aifantis, E. C.
(2000).
Instability of Gradient-dependent Elastoviscoplastic Model for Clay and Strain Localization Analysis.
Computer Methods in Applied Mechanics and Engineering,
183(1-2), 67-86.
http://doi.org/10.1016/S0045-7825(99)00212-1
Retrieved from: https://digitalcommons.mtu.edu/michigantech-p/7383
Publisher's Statement
© 1999 Elsevier Science S.A.