Advanced Material Modelling in Shakedown Theory
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Publisher
Springer Vienna
Link
http://link.springer.com/content/pdf/10.1007/978-3-7091-2558-8_10
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3. Dorosz, S. (1976). An upper bound to maximum residual deflections of elastic-plastic structures at shakedown. Bull. Acad. Polon. Sci. Ser. Sci. Tech. 24: 167–174.
4. Druyanov, B. and Roman, I. (1998). On adaptation (shakedown) of a class of damaged elastic plastic bodies to cyclic loading. Eur. J. Mech. A/Solids 17: 71–78.
5. Feng, X.Q. and Yu, S.W. (1995). Damage and shakedown analysis of structures with strain-hardening. Int. J. Plasticity 11: 237–249.
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1. Application of the interior‐point method to shakedown analysis of pavements;International Journal for Numerical Methods in Engineering;2008-07-23
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