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Journal ArticleDOI

A unified numerical integration formula for the perfectly plastic von Mises model

TLDR
A unified numerical integration formula (UNIF) is derived, which encompasses the three existing schemes as special cases and allows one to integrate the constitutive equation more accurately.
Abstract
The accuracy of numerical integration of the perfectly plastic constitutive equation of von Mises is examined. Based on the analysis of the three existing numerical integration schemes a unified numerical integration formula (UNIF) is derived, which encompasses the three existing schemes as special cases and allows one to integrate the constitutive equation more accurately. According to the UNIF there are, in fact, many integration schemes depending on the direction of the trial stress. The validity of the UNIF is verified by presenting ten contours of constant angular error calculated with the UNIF. We then come to the conclusion that the three widely used schemes are by no means the most accurate ones. Some other schemes with better accuracy are thereby suggested. The determination of the number of substeps is also discussed in conjunction with the UNIF, when a multi-step method is used.

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Citations
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Journal ArticleDOI

Hypoplastic constitutive model with critical state for granular materials

TL;DR: In this article, a hypoplastic constitutive model for the three-dimensional nonlinear stress-strain and dilatant volume change behavior of granular materials is presented.
Journal ArticleDOI

A simple hypoplastic constitutive model for sand

TL;DR: In this paper, a hypoplastic constitutive model for the three-dimensional non-linear stress-strain and dilatant volume change behaviour of sand is presented without recourse to the concept in elastoplasticity theory such as yield surface, plastic potential and decomposition into elastic and plastic parts.
Journal ArticleDOI

Numerical study on patterning of shear bands in a Cosserat continuum

TL;DR: In this paper, a numerical simulation of patterns of shear bands in biaxial compression tests using an elasto-plastic Cosserat constitutive equation is presented.
Journal ArticleDOI

Experimental and numerical study of sand–steel interfaces

TL;DR: In this paper, an elastoplastic constitutive model established within the framework of a Cosserat continuum, capable of describing isotropic hardening, softening and dilatancy, is implemented in a finite element code.
Book ChapterDOI

Hypoplasticity then and now

TL;DR: This paper is conceived primarily as an account of some interrelated ideas that have contributed over a long period to the constitutive theory for soils known as hypoplasticity, and some emphasis is placed on the ideas and methodology underlying the model by skipping manipulative details.
References
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Journal ArticleDOI

Accuracy and stability of integration algorithms for elastoplastic constitutive relations

TL;DR: In this article, an analysis of accuracy and stability of algorithms for the integration of elastoplastic constitutive relations is carried out in the presence of the plastic consistency condition, and the criteria derived are used to identify two second-order accurate members of the proposed algorithms.
Book ChapterDOI

Computational fracture mechanics

TL;DR: In this article, a finite element solution to the large-scale yielding of a circumferentially cracked round tension bar is obtained, and the three-dimensional aspects of flawed structures and numerical methods of treating them are studied.
Journal ArticleDOI

Accurate Numerical Solutions for Elastic-Plastic Models

TL;DR: In this article, the accuracy of two integration algorithms for the common engineering condition of a von Mises, isotropic hardening model under plane stress was studied for a single-dimensional model, and errors in stress predictions for given total strain increments were expressed with contour plots of two parameters: an angle in the pi plane and the difference between the exact and computed yield-surface radii.
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