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dc.rights.licenseopenen_US
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorIZZI, Michele Iacopo
IDREF: 228324289
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorCATAPANO, Anita
hal.structure.identifierInstitut de Mécanique et d'Ingénierie [I2M]
dc.contributor.authorMONTEMURRO, Marco
IDREF: 171660978
dc.date.accessioned2021-12-09T16:41:35Z
dc.date.available2021-12-09T16:41:35Z
dc.date.issued2021-07-20
dc.identifier.issn1615-147Xen_US
dc.identifier.urioai:crossref.org:10.1007/s00158-021-02963-7
dc.identifier.urihttps://oskar-bordeaux.fr/handle/20.500.12278/124100
dc.description.abstractEnA general theoretical and numerical framework for the strength and mass optimisation of variable-stiffness composite laminates (VSCLs) is presented in this work. The optimisation is performed in the context of the first-level problem of the multi-scale two-level optimisation strategy (MS2LOS) for VSCLs. Both the failure load maximisation problem (subject to a constraint on the mass) and the mass minimisation one (with a constraint on the VSCL strength) are solved for two benchmark structures. The effect of the presence of a constraint on the maximum tow curvature is also investigated. The solutions are searched by means of a deterministic algorithm by considering different scenarios in terms of the VSCL macroscopic behaviour: the orthotropy type and shape, the direction of the main orthotropy axis and the thickness of the laminate are tailored either globally (uniform over the structure) or locally. The polar method is used to represent the point-wise elastic response of the VSCL at the macroscopic scale. The distributions of the polar parameters and of the thickness are described through B-spline entities: their properties are exploited in computing physical and geometrical response functions of the VSCL as well as their gradient. The VSCL strength at the macroscopic scale is assessed using a laminate-level failure criterion in the space of polar parameters. Numerical results show considerable improvements with respect to both quasi-homogeneous isotropic structures and an optimised VSCL solution taken from the literature obtained by using the design approach based on lamination parameters. These results confirm the effectiveness of the proposed strategy and the great potential of VSCLs.
dc.language.isoENen_US
dc.sourcecrossref
dc.subject.enVariable-stiffness composite
dc.subject.enMulti-level design
dc.subject.enPolar method
dc.subject.enB-spline
dc.subject.enStrength
dc.subject.enOptimisation
dc.subject.enVariable-angle tow
dc.title.enStrength and mass optimisation of variable-stiffness composites in the polar parameters space
dc.typeArticle de revueen_US
dc.identifier.doi10.1007/s00158-021-02963-7en_US
dc.subject.halSciences de l'ingénieur [physics]/Matériauxen_US
bordeaux.journalStructural and Multidisciplinary Optimizationen_US
bordeaux.page2045-2073en_US
bordeaux.volume64en_US
bordeaux.hal.laboratoriesInstitut de Mécanique et d’Ingénierie de Bordeaux (I2M) - UMR 5295en_US
bordeaux.issue4en_US
bordeaux.institutionUniversité de Bordeauxen_US
bordeaux.institutionBordeaux INPen_US
bordeaux.institutionCNRSen_US
bordeaux.institutionINRAEen_US
bordeaux.institutionArts et Métiersen_US
bordeaux.peerReviewedouien_US
bordeaux.inpressnonen_US
bordeaux.import.sourcedissemin
hal.identifierhal-03309150
hal.version1
hal.exporttrue
workflow.import.sourcedissemin
dc.rights.ccPas de Licence CCen_US
bordeaux.COinSctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.jtitle=Structural%20and%20Multidisciplinary%20Optimization&rft.date=2021-07-20&rft.volume=64&rft.issue=4&rft.spage=2045-2073&rft.epage=2045-2073&rft.eissn=1615-147X&rft.issn=1615-147X&rft.au=IZZI,%20Michele%20Iacopo&CATAPANO,%20Anita&MONTEMURRO,%20Marco&rft.genre=article


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