Topology optimization considering self-weight

dc.date.accessioned2024-01-08T13:48:05Z
dc.date.available2024-01-08T13:48:05Z
dc.date.issued2023-11-10
dc.description.sponsorshipGefördert im Rahmen des Projekts DEALger
dc.identifierdoi:10.17170/kobra-202401029313
dc.identifier.urihttp://hdl.handle.net/123456789/15354
dc.language.isoeng
dc.relation.doidoi:10.1002/pamm.202300258
dc.rightsNamensnennung-Nicht-kommerziell 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/*
dc.subject.ddc620
dc.subject.ddc600
dc.subject.swdTopologieoptimierungger
dc.subject.swdStrukturoptimierungger
dc.subject.swdEigengewichtger
dc.subject.swdBelastung <Mechanik>ger
dc.subject.swdSteifigkeitger
dc.titleTopology optimization considering self-weighteng
dc.typeAufsatz
dc.type.versionpublishedVersion
dcterms.abstractIn civil engineering self-weight loading usually represents the preponderant load case and shall therefore be considered in structural optimization. The present study investigates numerical topology optimization of structural stiffness with a bound on disposable amount of material. A customized topology optimization routine based on Sequential Quadratic Programming was built and is examined by means of known benchmark problems complemented by consideration of self-weight. This study aims to highlight the relevance of consideration of self-weight in resource efficient structural design by demonstrating its impact on the optimal structural layout.eng
dcterms.accessRightsopen access
dcterms.creatorMasarczyk, Daniela
dcterms.creatorKuhl, Detlef
dcterms.source.articlenumbere202300258
dcterms.source.identifiereissn:1617-7061
dcterms.source.issueIssue 4
dcterms.source.journalProceedings in Applied Mathematics and Mechanics (PAMM)eng
dcterms.source.volumeVolume 23
kup.iskupfalse

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