z-logo
Premium
Shear and objective stress rates in hypoplasticity
Author(s) -
Kolymbas D.,
Herle I.
Publication year - 2003
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/nag.297
Subject(s) - stress (linguistics) , context (archaeology) , limit (mathematics) , shear (geology) , shear stress , constitutive equation , mathematics , geotechnical engineering , structural engineering , engineering , geology , mechanics , physics , mathematical analysis , finite element method , philosophy , petrology , paleontology , linguistics
This paper addresses some questions referring to shear within the context of hypoplasticity and the importance of objective stress rates in constitutive modelling. A short introduction to the stress changes due to rotations is followed by a discussion of the merits of the individual objective stress rates. It is shown that many of them differ only by terms that pertain to the constitutive description of a material. Apart from this it is shown that the Zaremba–Jaumann stress rate can lead to inconsistencies. This is, however, rather of academic importance and it appears that the use of Ṫ instead of any objective stress rate produces only minor or even undiscernible errors. Finally, a question referring to limit states is addressed, which is of particular interest with respect to hypoplasticity: should the limit state be defined by Ṫ = 0 or by T̊ = 0 ? Copyright © 2003 John Wiley & Sons, Ltd.

This content is not available in your region!

Continue researching here.

Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom