Loading…

A set of hyper-viscoplastic critical state models with different friction mobilisation criteria

•The thermodynamically based hyperplasticity framework is employed to develop a set of critical state viscoplastic models mainly for clay.•The model set complies with the critical state soil mechanics and the concept of isotache viscosity.•Different friction criteria of Drucker-Prager, Mohr-Coulomb,...

Full description

Saved in:
Bibliographic Details
Published in:International journal of solids and structures 2023-06, Vol.273, p.112267, Article 112267
Main Authors: Dadras-Ajirlou, Davood, Grimstad, Gustav, Ali Ghoreishian Amiri, Seyed, Nordal, Steinar
Format: Article
Language:English
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:•The thermodynamically based hyperplasticity framework is employed to develop a set of critical state viscoplastic models mainly for clay.•The model set complies with the critical state soil mechanics and the concept of isotache viscosity.•Different friction criteria of Drucker-Prager, Mohr-Coulomb, and Matsuoka-Nakai have been considered and their conjugate features in terms of friction mobilisation and inelastic flow are explored.•The unique feature of the Matsuoka-Nakai friction criteria is stress-ratio-induced anisotropy.•One of the most distinctive features of the proposed model set is having a unique friction envelope at the critical state while having versatile forms for viscoplastic flow and viscoplastic dynamic surface. The approach of thermodynamics with internal variables, known as hyperplasticity, is used to develop a set of hyper-viscoplastic clay models that comply with the critical state soil mechanics and isotache viscosity. Different friction criteria of Drucker-Prager, Mohr-Coulomb, and Matsuoka-Nakai have been considered, and their conjugate features in terms of friction mobilisation and inelastic flow direction are explored. One of the distinctions of the proposed hyper-viscoplastic models regarding the existing models is having a unique friction envelope at the critical state (the paradigm of critical state soil mechanics) while adopting versatile dynamic yield surfaces and inelastic flow rules. To achieve this importance, an emphasis has been put on the practice of the stress ratio tensor (the deviatoric stress tensor per the spherical effective stress) as an essential state variable of frictional material. Along the way, some consistencies with the results and insights of studies with the discrete element method (DEM) in the literature are reported and interpreted.
ISSN:0020-7683
1879-2146
DOI:10.1016/j.ijsolstr.2023.112267