Finite strain plasticity, the stress condition and a complete shell model

dc.contributor.authorAreias, P.
dc.date.accessioned2012-12-07T15:57:32Z
dc.date.available2012-12-07T15:57:32Z
dc.date.issued2012
dc.description.abstractThe null stress (s 33 = 0) and incompressibility (J = 1) conditions in finite strain elasto-plastic shell analysis are studied in closed-form and implemented with a variant of the combined control by Ritto-Corrêa and Camotim. Coupling between constitutive laws and shell kinematics results from the satisfaction of either of the conditions; nonlocality results from the coupling. We prove that the conditions are, in general, incompatible. A new thickness-deformable is studied in terms of kinematics and strong-ellipticity. The affected continuum laws are derived and, in the discrete form, it is shown that thickness degrees-of-freedom and enhanced strains are avoided: a mixed displacement-shear strain shell element is used. Both hyperelastic and elasto-plastic constitutive laws are tested. Elasto-plasticity follows Lee’s decomposition and direct smoothing of the complementarity condition. A smooth root finder is employed to solve the resulting algebraic problem. Besides closed-form examples, numerical examples consisting of classical and newly proposed benchmarks are solved.por
dc.identifier.authoremailpmaa@uevora.pt
dc.identifier.urihttp://link.springer.com/article/10.1007%2Fs00466-009-0427-y?LI=true
dc.identifier.urihttp://hdl.handle.net/10174/6647
dc.language.isoporpor
dc.peerreviewedyespor
dc.publisherSpringerpor
dc.rightsrestrictedAccesspor
dc.titleFinite strain plasticity, the stress condition and a complete shell modelpor
dc.typearticlepor

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