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dc.contributor.authorXia, Yi
dc.contributor.authorWu, Yue
dc.contributor.authorHendriks, Max
dc.date.accessioned2019-11-13T13:02:02Z
dc.date.available2019-11-13T13:02:02Z
dc.date.created2019-06-30T17:13:19Z
dc.date.issued2019
dc.identifier.citationAutomation in Construction. 2019, 102 148-159.nb_NO
dc.identifier.issn0926-5805
dc.identifier.urihttp://hdl.handle.net/11250/2628271
dc.description.abstractIn current optimization methods for free-form shells, the shape and topology are usually optimized separately. These methods are based on the assumption that the shape and topology of a shell influence each other only slightly, but this is not always correct. Moreover, different parameterization models are used in the shape optimization and topology optimization of free-form shells, which brings difficulties to carry out the integrated optimization. To solve this problem, an integrated method is proposed for simultaneously optimizing shape and topology for free-form shells. A uniform parameterization model based on NURBS solids is established to parameterize the free-form shells. In this model, only a small number of variables are used to describe both the shape and topology of the shell. In this way, the integrated optimization problem can be simplified, thus decrease the computational complexity. The integrated optimization of shape and topology is a complicated and large-scale optimization problem. Solving this problem requires a suitable optimization method. In this paper, the Method of Moving Asymptotes (MMA) is adopted. Finally, numerical examples are presented to address the importance of the optimization sequences and show the effectiveness and application of the proposed method.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleSimultaneous optimization of shape and topology of free-form shells based on uniform parameterization modelnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber148-159nb_NO
dc.source.volume102nb_NO
dc.source.journalAutomation in Constructionnb_NO
dc.identifier.doi10.1016/j.autcon.2019.02.018
dc.identifier.cristin1708885
dc.description.localcode© 2019. This is the authors’ accepted and refereed manuscript to the article. Locked until 1.3.2021 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal