2013
DOI: 10.1016/j.anihpc.2012.11.001
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A quasistatic evolution model for perfectly plastic plates derived by Γ-convergence

Abstract: The subject of this paper is the rigorous derivation of a quasistatic evolution model for a linearly elastic-perfectly plastic thin plate. As the thickness of the plate tends to zero, we prove via Γ -convergence techniques that solutions to the three-dimensional quasistatic evolution problem of Prandtl-Reuss elastoplasticity converge to a quasistatic evolution of a suitable reduced model. In this limiting model the admissible displacements are of Kirchhoff-Love type and the stretching and bending components of… Show more

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Cited by 26 publications
(53 citation statements)
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“…For this reason we obtain a slightly better regularity of the stress with respect to the in-plane variables: the regularity estimate (1.4) is indeed global in the out-of-plane direction x 3 , whereas (1.5) is local with respect to both in-plane and out-of-plane variables. In particular, we observe that (1.4) cannot be deduced from the regularity estimates in [1] for the fully three-dimensional Prandtl-Reuss problem, using the convergence result of [5]; indeed, the estimates of [1] (whose dependence on the domain should be explicited if one wished to pass to the limit as the thickness of the plate tends to zero) are local in all directions.…”
Section: Introductionmentioning
confidence: 96%
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“…For this reason we obtain a slightly better regularity of the stress with respect to the in-plane variables: the regularity estimate (1.4) is indeed global in the out-of-plane direction x 3 , whereas (1.5) is local with respect to both in-plane and out-of-plane variables. In particular, we observe that (1.4) cannot be deduced from the regularity estimates in [1] for the fully three-dimensional Prandtl-Reuss problem, using the convergence result of [5]; indeed, the estimates of [1] (whose dependence on the domain should be explicited if one wished to pass to the limit as the thickness of the plate tends to zero) are local in all directions.…”
Section: Introductionmentioning
confidence: 96%
“…In other words, the set of admissible stresses for the fully three-dimensional Prandtl-Reuss problem is a cylinder B α 0 + RI 3×3 , where B α 0 is a ball of radius α 0 in the space of trace-free M 3×3 sym matrices and I 3×3 is the identity matrix in M 3×3 sym . By the characterization in [5] this implies that the set K r is an ellipsoid of the form…”
Section: Introductionmentioning
confidence: 98%
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