Computation of shakedown loads feasibility study

Structures submitted to variable loads and temperature fields may enter in a regime of ratcheting where strains and hence structural deflections increase cycle by cycle. It is important to demonstrate that ratcheting is avoided. This happens of course if the structure remains entirely in the elastic regime. However, for more severe loadings, plastic deformations occur and the analyst must then demonstrate that the structure shakes down or adapts. Shakedown may be elastic if after a transient period all strain variations become elastic, or plastic when alternating plasticity occurs. This report addresses plastic shakedown. The problem is treated from the theoretical point of view but also - and this is a very important part of the work - from the numerical and software point of view