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dc.rights.licenseopenen_US
hal.structure.identifierUniversity of Pisa [Italy] = Università di Pisa [Italia] = Université de Pise [Italie] [UniPi]
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorSCARDAONI, Marco Picchi
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorMONTEMURRO, Marco
IDREF: 171660978
dc.date.accessioned2021-06-15T13:37:49Z
dc.date.available2021-06-15T13:37:49Z
dc.date.issued2020-05-26
dc.identifier.issn1615-147Xen_US
dc.identifier.urioai:crossref.org:10.1007/s00158-020-02586-4
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/79149
dc.description.abstractEnThis work deals with the multi-scale optimisation of composite structures by adopting a general global-local (GL) modelling strategy to assess the structure responses at different scales. The GL modelling approach is integrated into the multi-scale two-level optimisation strategy (MS2LOS) for composite structures. The resulting design strategy is, thus, called GL-MS2LOS and aims at proposing a very general formulation of the design problem, without introducing simplifying hypotheses on the laminate stack and by considering, as design variables, the full set of geometric and mechanical parameters defining the behaviour of the composite structure at each pertinent scale. By employing a GL modelling approach, most of the limitations of well-established design strategies, based on analytical or semi-empirical models, are overcome. The GL-MS2LOS makes use of the polar formalism to describe the anisotropy of the composite at the macroscopic scale (where it is modelled as an equivalent homogeneous anisotropic plate). In this work, deterministic algorithms are exploited during the solution search phase. The challenge, when dealing with such a design problem, is to develop a suitable formulation and dedicated operators, to link global and local models physical responses and their gradients. Closed-form expressions of structural responses gradients are rigorously derived by taking into account for the coupling effects when passing from global to local models. The effectiveness of the GL-MS2LOS is proven on a meaningful benchmark: the least-weight design of a cantilever wing subject to different design requirements. Constraints include maximum allowable displacements, maximum allowable strains, blending, manufacturability requirements and buckling factor.
dc.language.isoENen_US
dc.sourcecrossref
dc.subject.enComposites
dc.subject.enAnisotropy
dc.subject.enPolar method
dc.subject.enDeterministic Optimisation
dc.subject.enBuckling
dc.subject.enGlobal/local modelling approach
dc.title.enA general global-local modelling framework for the deterministic optimisation of composite structures
dc.typeArticle de revueen_US
dc.identifier.doi10.1007/s00158-020-02586-4en_US
dc.subject.halSciences de l'ingénieur [physics]/Matériauxen_US
dc.subject.halSciences de l'ingénieur [physics]/Mécanique [physics.med-ph]en_US
dc.description.sponsorshipEuropeEU Framework Programme Horizon 2020en_US
bordeaux.journalStructural and Multidisciplinary Optimizationen_US
bordeaux.page1927–1949en_US
bordeaux.hal.laboratoriesInstitut de Mécanique et d’Ingénierie de Bordeaux (I2M) - UMR 5295en_US
bordeaux.institutionUniversité de Bordeauxen_US
bordeaux.institutionBordeaux INPen_US
bordeaux.institutionCNRS
bordeaux.institutionINRAE
bordeaux.institutionArts et Métiers
bordeaux.peerReviewedouien_US
bordeaux.inpressnonen_US
bordeaux.import.sourcedissemin
hal.exportfalse
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