Abstract

Plastic anisotropy is very common to metallic materials. This property may significantly affect the performance of structures. However, the actual orthotropic yield criterion is often replaced with a criterion based on the assumption of normal anisotropy. The present paper aims to reveal the influence of this replacement on the distribution of strains and residual strains in a thin hollow disk under plane stress conditions. The boundary-value problem is intentionally formulated such that it is possible to obtain an exact semi-analytical solution without relaxing the boundary conditions. It is assumed that the disk is loaded by external pressure, followed by elastic unloading. The comparative analysis of the distributions of residual strains shows a significant deviation of the distribution resulting from the solutions based on the assumption of normal anisotropy from the distribution found using the actual orthotropic yield criterion. This finding shows that replacing the actual orthotropic yield criterion with the assumption of normal anisotropy may result in very inaccurate predictions. The type of anisotropy accepted is of practical importance because it usually results from such processes as drawing end extrusion with an axis of symmetry.

Highlights

  • These different yield criteria are used for finding the distributions of residual stresses and strains under the same system of loading

  • The present paper aims to show the effect of replacing Yield Criterion (3) with (6) on the distribution of stresses and strain at the end of loading and residual stresses and strains

  • Inthe thecase case a sheet, different stresses in its are plane arereplaced often replaced with yield stress independent of the direction

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Summary

Introduction

In [19,20,21], the influence of plastic anisotropy on the plastic behavior and failure of porous ductile materials has been studied using different modifications of the Gurson yield criterion Still, in all these cases, the matrix is supposed to be transversely isotropic. It is of interest to reveal the effect of different transversely isotropic yield criteria on the distribution of residual stresses and strains in structures. For this purpose, it is not necessary to solve a complicated boundary value problem.

Statement of the Problem
Schematic
Stress Solution
Strain Solution
Numerical Example and Discussion
Conclusions
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