Abstract

A new solution for plastic collapse of a thin annular disk subject to thermo-mechanical loading is presented. It is assumed that plastic yielding is controlled by Hill's quadratic orthotropic yield criterion. A distinguished feature of the boundary value problem considered is that there are two loading parameters. One of these parameters is temperature, and the other is pressure over the inner radius of the disk. The general qualitative structure of the solution at plastic collapse is discussed in detail. It is shown that two different plastic collapse mechanisms are possible. One of these mechanisms is characterized by strain localization at the inner radius of the disk. The entire disk becomes plastic according to the other collapse mechanism. In addition, two special regimes of plastic collapse are identified. According to one of these regimes, plastic collapse occurs when the entire disk is elastic except its inner radius. According to the other regime, the entire disk becomes plastic at the same values of the loading parameters at which plastic yielding starts to develop.

Highlights

  • A new solution for plastic collapse of a thin annular disk subject to thermo-mechanical loading is presented

  • If the initiation of plastic yielding occurs at some point of the segment sw, the only possible mechanism of plastic collapse is the fully plastic disk

  • A special feature of the solution corresponding to point k is that the plastic collapse occurs by strain localization when the entire disk is elastic

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Summary

Introduction

A new solution for plastic collapse of a thin annular disk subject to thermo-mechanical loading is presented. Thin plates and disks with holes and embedded inclusions have many structural applications. Typical qualitative effects under plane stress conditions are the singularity of the velocity field and non-existence of the solution under certain conditions [9,10,11,12,17,20]. These features of boundary value problems can cause difficulties with their treatment by means of standard commercial numerical codes. Some specific difficulties with numerical solution for plane stress problems have been mentioned in [21]

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