Integrated load optimization of elastic‐plastic axisymmetric plates at shakedown

    Artūras Venskus Info
    Stanislovas Kalanta Info
    Juozas Atkočiūnas Info
    Tomas Ulitinas Info

Abstract

An elastic‐plastic axisymmetric steel bending plate subjected to a repeated variable load (RVL) is considered. The solution to the load optimization problem at shakedown is complicated because the stress‐strain state of the dissipative systems (e.g. the plate plastic deforming) depends on their loading history. A new algorithm for the load optimization problem combining von Mises and Tresca yield criterion based on the Rosen project gradient method is proposed. The optimization results are obtained by integrating the existing software and that created by the authors.

Keywords:

elastic-plastic plates, shakedown, energy principle, Mises and Tresca yield criterion, mathematical programming

How to Cite

Integrated load optimization of elastic‐plastic axisymmetric plates at shakedown. (2010). Journal of Civil Engineering and Management, 16(2), 203-208. https://doi.org/10.3846/jcem.2010.22

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June 30, 2010
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2010-06-30

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How to Cite

Integrated load optimization of elastic‐plastic axisymmetric plates at shakedown. (2010). Journal of Civil Engineering and Management, 16(2), 203-208. https://doi.org/10.3846/jcem.2010.22

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