A General Orthotropic von Mises Plasticity Material Model With Mixed Hardening: Model Definition and Implicit Stress Integration Procedure
- 1 June 1996
- journal article
- research article
- Published by ASME International in Journal of Applied Mechanics
- Vol. 63 (2) , 376-382
- https://doi.org/10.1115/1.2788875
Abstract
A general orthotropic von Mises plasticity model, with an extension of the Hill’s yield criterion to include mixed hardening, is introduced in the paper. Material constants and equivalent stress-equivalent plastic strain curves are defined in a way to suggest their experimental determination. The model represents a special case of a general anisotropic metal plasticity model proposed by the authors. An implicit stress integration procedure, representing an application of the governing parameter method (GPM) introduced by the first author, is presented. The GPM is briefly described, and the computational procedure, together with calculation of the consistent tangent moduli, are given in some detail for a general three-dimensional deformation, with direction of application to plane stress/shell conditions. Numerical examples illustrate applicability of the model and effectiveness of the computational algorithm.Keywords
This publication has 13 references indexed in Scilit:
- Consistent tangent operators for rate-independent elastoplasticityPublished by Elsevier ,2003
- Enhanced 8‐node three‐dimensional solid and 4‐node shell elements with incompatible generalized displacementsCommunications in Numerical Methods in Engineering, 1994
- Differences in shear strengths of orthotropic bodiesActa Mechanica, 1991
- Tensor failure criteria for composites: Properties and comparison of the ellipsoid failure surfaces with experimentsAdvances in Polymer Technology, 1991
- The ‘effective‐stress‐function’ algorithm for thermo‐elasto‐plasticity and creepInternational Journal for Numerical Methods in Engineering, 1987
- Thermo-elastic-plastic and creep analysis of shell structuresComputers & Structures, 1987
- A continuum mechanics based four‐node shell element for general non‐linear analysisEngineering Computations, 1984
- Operator split methods for the numerical solution of the elastoplastic dynamic problemComputer Methods in Applied Mechanics and Engineering, 1983
- Mechanics of Composite MaterialsJournal of Applied Mechanics, 1975
- A rule of anisotropic hardeningActa Mechanica, 1965