2021
DOI: 10.1016/j.ijsolstr.2020.11.003
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An isogeometric framework for the optimal design of variable stiffness shells undergoing large deformations

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Cited by 38 publications
(26 citation statements)
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“…The test regards a curved panel under compression whose geometry, loads, and boundary conditions are represented in Fig.1. The postbuckling response of this panel has been optimised in [4,2]. Tables 1 and 2 show the convergence of the first 4 linearised buckling loads.…”
Section: Numerical Resultsmentioning
confidence: 99%
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“…The test regards a curved panel under compression whose geometry, loads, and boundary conditions are represented in Fig.1. The postbuckling response of this panel has been optimised in [4,2]. Tables 1 and 2 show the convergence of the first 4 linearised buckling loads.…”
Section: Numerical Resultsmentioning
confidence: 99%
“…Alternatively, the constitutive matrix can be expressed as a function of lamination parameters that is useful in optimisation problems, as shown in [2].…”
Section: Modified Generalized Constitutive Matrixmentioning
confidence: 99%
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“…A numerical example of optimal material design is also given, where the optimisation suppresses the snap-through instability leading a globally stable behaviour. Examples of applicability for actual engineering uses can be found in [ 27 , 35 ].…”
Section: Introductionmentioning
confidence: 99%