Topology optimization considering self-weight
dc.date.accessioned | 2024-01-08T13:48:05Z | |
dc.date.available | 2024-01-08T13:48:05Z | |
dc.date.issued | 2023-11-10 | |
dc.identifier | doi:10.17170/kobra-202401029313 | |
dc.identifier.uri | http://hdl.handle.net/123456789/15354 | |
dc.description.sponsorship | Gefördert im Rahmen des Projekts DEAL | ger |
dc.language.iso | eng | |
dc.rights | Namensnennung-Nicht-kommerziell 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc/4.0/ | * |
dc.subject.ddc | 620 | |
dc.subject.ddc | 600 | |
dc.title | Topology optimization considering self-weight | eng |
dc.type | Aufsatz | |
dcterms.abstract | In 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.accessRights | open access | |
dcterms.creator | Masarczyk, Daniela | |
dcterms.creator | Kuhl, Detlef | |
dc.relation.doi | doi:10.1002/pamm.202300258 | |
dc.subject.swd | Topologieoptimierung | ger |
dc.subject.swd | Strukturoptimierung | ger |
dc.subject.swd | Eigengewicht | ger |
dc.subject.swd | Belastung <Mechanik> | ger |
dc.subject.swd | Steifigkeit | ger |
dc.type.version | publishedVersion | |
dcterms.source.identifier | eissn:1617-7061 | |
dcterms.source.issue | Issue 4 | |
dcterms.source.journal | Proceedings in Applied Mathematics and Mechanics (PAMM) | eng |
dcterms.source.volume | Volume 23 | |
kup.iskup | false | |
dcterms.source.articlenumber | e202300258 |
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