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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 dissipa- tive 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 op- timization results are obtained by integrating the existing software and that created by the authors.

INTEGRATED LOAD OPTIMIZATION OF ELASTIC‐PLASTIC AXISYMMETRIC PLATES AT SHAKEDOWN