Titlebook: Structural Plasticity; Limit, Shakedown and Maohong Yu,Jianchun Li,Guowei Ma Book 2009 Springer-Verlag Berlin Heidelberg 2009 ATSTC.Fundame

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Dynamic Plastic Response of Circular Plate,e for structures because of the plastic constitutive model. The first solution to the dynamic response of a rigid and simply supported circular plate was derived by Hopkins and Prager in 1954. Over the past fifty years very many research efforts have been concentrated on this subject by considering

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Shakedown Analysis of Rotating Cylinder and Disc,lied on the cylinders. Elasto-plastic analyses are needed for the cylinders under static loadings and the shakedown of cylinders should be taken into account when subjected to cyclic-variation loading. The shakedown theorem and analysis of structures were described in the literature (.; .; .; .; Mro

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