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dc.rights.licenseAttribution-NonCommercial-ShareAlike 3.0 United States*
dc.contributor.authorPetrović, Nenad-
dc.contributor.authorKostic, Nenad-
dc.contributor.authorMarjanovic, Nenad-
dc.contributor.authorVelemir, Anja-
dc.contributor.authorSpasojević , Ljubica -
dc.date.accessioned2023-02-06T22:20:09Z-
dc.date.available2023-02-06T22:20:09Z-
dc.date.issued2022-
dc.identifier.issn2812-9709en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/15528-
dc.description.abstractThis article aims to demonstrate the difference in results for minimal weight optimization for a 17 bar truss sizing and shape optimization problem. In order to attain results which can be produced in practice Euler bucking, minimal element length, maximal stress and maximal displacement constraints were used. Using the same initial setup, optimization was conducted using particle swarm optimization algorithm and compared to genetic algorithm. Optimal results for both algorithms are compared to initial values which are analytically calculated. The individual element lengths are observed, along with the overall weight, surface area and included number of different cross-sections.en_US
dc.language.isoenen_US
dc.publisherThe Association of Intellectuals for the Development of Science in Serbia – “The Serbian Academic Center”en_US
dc.rightsinfo:eu-repo/semantics/openAccess-
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/3.0/us/*
dc.sourceAdvanced Engineering Letters-
dc.subjectTruss optimizationen_US
dc.subjectsizing and shapeen_US
dc.subjectminimal weighten_US
dc.subjectelement lengthen_US
dc.titleCOMPARING TRUSS SIZING AND SHAPE OPTIMIZATION EFFECTS FOR 17 BAR TRUSS PROBLEMen_US
dc.typearticleen_US
dc.description.versionPublisheden_US
dc.identifier.doi10.46793/adeletters.2022.1.4.4en_US
dc.type.versionPublishedVersionen_US
Налази се у колекцијама:Faculty of Engineering, Kragujevac

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