2014
DOI: 10.1098/rspa.2013.0604
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Models for elastic shells with incompatible strains

Abstract: The three-dimensional shapes of thin lamina, such as leaves, flowers, feathers, wings, etc., are driven by the differential strain induced by the relative growth. The growth takes place through variations in the Riemannian metric given on the thin sheet as a function of location in the central plane and also across its thickness. The shape is then a consequence of elastic energy minimization on the frustrated geometrical object. Here, we provide a rigorous derivation of the asymptotic theories for shapes of re… Show more

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Cited by 37 publications
(45 citation statements)
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“…In both cases we use the PSRI discretisation. As expected [58], the results confirm that Marguerre-von Kármán model can safely be used to approximate the Naghdi model for sufficiently small loadings, namely for curvatures of the order of a 2 /t. More surprisingly, for the present test the discrepancies with respect the fully nonlinear model remain tolerable also for k 50 a 2 /t.…”
Section: Lenticular Plate With Inelastic Curvaturesupporting
confidence: 72%
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“…In both cases we use the PSRI discretisation. As expected [58], the results confirm that Marguerre-von Kármán model can safely be used to approximate the Naghdi model for sufficiently small loadings, namely for curvatures of the order of a 2 /t. More surprisingly, for the present test the discrepancies with respect the fully nonlinear model remain tolerable also for k 50 a 2 /t.…”
Section: Lenticular Plate With Inelastic Curvaturesupporting
confidence: 72%
“…Starting from the most general model, the nonlinear Naghdi shell model [71], the linear Reissner-Mindlin plate model [80,70] is obtained as a special case of the linear Naghdi shell model [72]. In passing, we present also the so-called Marguerre-von Kármán shallow shell model [67], because (in its unshearable version) it is extensively used in the literature to study nonlinear phenomena in plates and shallow shells [65,58,12]. We review below the basic notations used in this work.…”
Section: Structural Modelsmentioning
confidence: 99%
“…For shells of thickness h and depth h α , subject to applied forces that scale with the shell depth as h α+2 , as the thickness of the shell h → 0, depending on the choice of α, various limiting theories arise. The regimes α = 1 and α > 1 can be treated in a similar manner as discussed in another context in [20] and are not of interest to us in this paper.…”
Section: Introductionmentioning
confidence: 94%
“…which reduces the problem to studying deformations of the flat plate Ω h relative to the prestrain tensor a h , see [19,20] for a discussion of this topic.…”
Section: Remark 24mentioning
confidence: 99%
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