Abstract
The introduction of hardening into the study of elastoplastic shakedown analysis is considered in this paper, in particular in the case of non-associated plasticity. Due to the fact that the framework of Generalized Standard Materials (GSM) is not well adapted in this last case, an alternative approach, provided by the concept of Implicit Standard Materials (ISM), is then used. In particular, we study the typical example of an homogeneous constant traction and alternating torsion state; it is analyzed by using the step-by-step computations and then within the ISM framework. The obtained results for the shakedown factor as well as the back-stresses are examined. The comparison of the incremental method predictions to the analytical solution and the mathematical programming ones, built by means of the bipotential approach, shows a very good agreement.
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Bouby, C., Saxcé, G.d., Tritsch, JB. (2009). On Shakedown of Structures Under Variable Loads with a Kinematic Non-linear and Non-associated Hardening Rule. In: Dieter, W., Alan, P. (eds) Limit States of Materials and Structures. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-9634-1_9
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DOI: https://doi.org/10.1007/978-1-4020-9634-1_9
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