Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/4438

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dc.contributor.authorMachado, Gaspar J.-
dc.contributor.authorTrabucho, L.-
dc.date.accessioned2006-02-13T17:36:29Z-
dc.date.available2006-02-13T17:36:29Z-
dc.date.issued2004-11-
dc.identifier.citation"Discrete and Continuous Dynamical Systems. Series B". ISSN 1531-3492. 4:4 (2004) 1013-1032.eng
dc.identifier.issn1531-3492eng
dc.identifier.issn1553-524Xeng
dc.identifier.urihttp://hdl.handle.net/1822/4438-
dc.description.abstractThe subject of topology optimization methods in structural de- sign has increased rapidly since the publication of [?], where some ideas from homogenization theory were put into practice. Since then, several engineering applications have been developed successfully. However, in the literature, there is a lack of analytical solutions, even for simple cases, which might help in the validation of the numerical results. In this work, we develop analytical solu- tions for simple minimum compliance problems, in the framework of elasticity theory. We compare these analytical solutions with numerical results obtained via an algorithm proposed in [?].eng
dc.language.isoengeng
dc.publisherAmerican Institute of Mathematical Sciences (AIMS)eng
dc.rightsopenAccesseng
dc.subjectElasticityeng
dc.subjectHomogenization theoryeng
dc.subjectOptimality conditionseng
dc.titleAnalytical and numerical solutions for a class of optimization problems in elasticityeng
dc.typearticlepor
dc.peerreviewedyeseng
dc.relation.publisherversionhttp://aimsciences.org/journals/dcdsB/dcdsb_online.jspeng
sdum.number4eng
sdum.pagination1013 - 1032eng
sdum.publicationstatuspublishedeng
sdum.volume4eng
oaire.citationStartPage1013por
oaire.citationEndPage1032por
oaire.citationIssue4por
oaire.citationVolume4por
dc.identifier.doi10.3934/dcdsb.2004.4.1013por
dc.subject.wosScience & Technologypor
sdum.journalDiscrete and Continuous Dynamical Systems. Series Bpor
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