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dc.contributor.authorVillalba Rama, Diego
dc.contributor.authorParís, José
dc.contributor.authorCouceiro, Iván
dc.contributor.authorColominas, Ignasi
dc.contributor.authorNavarrina, Fermín
dc.date.accessioned2023-04-20T19:22:05Z
dc.date.available2023-04-20T19:22:05Z
dc.date.issued2022
dc.identifier.citationVillalba, D., París, J., Couceiro, I., Colominas, I., Navarrina, F. (2022). Topology optimization of structures considering minimum weight and stress constraints by using the Overweight Approach. Engineering Structures, 273, 115071. https://doi.org/10.1016/j.engstruct.2022.115071es_ES
dc.identifier.urihttp://hdl.handle.net/2183/32902
dc.descriptionFinanciado para publicación en acceso aberto: Universidade da Coruña/CISUGes_ES
dc.description.abstract[Abstract:] In this paper, a new method for structural topology optimization considering minimum weight and local stress constraints is proposed. For this purpose, the Overweight Approach, an improvement of the so-called Damage Approach, is used. In this method, a virtual relative density is defined as a function of the violation of the local stress constraints. The virtual relative density is increased as stresses exceed the maximum allowable value. The optimization algorithm will provide a design with a minimal variation of the relative density. The structural analysis is performed by means of the Finite Element Method (FEM) and the distribution of material is modelled in terms of a uniform relative density within each element. Moreover, the optimization is addressed by means of the Sequential Linear Programming algorithm (SLP). Finally, the proposed methodology is tested by means of some benchmark problems, and the results show that the Overweight Approach is a feasible alternative for the Damage Approach and the stress constraint aggregation techniques.es_ES
dc.description.sponsorshipXunta de Galicia; ED481A-2016/387es_ES
dc.description.sponsorshipXunta de Galicia; GRC2014/039es_ES
dc.description.sponsorshipXunta de Galicia; GRC2018/41es_ES
dc.description.sponsorshipThis work has been partially supported by the “Xunta de Galicia, Spain (Secretaría Xeral de Universidades)” and the European Union (European Social Fund - ESF) through “Grants for supporting the predoctoral stage in universities of the Galician University System, in research public organisms of Galicia and in other entities of the “R & D system of the Galician Government - 2016” ED481A-2016/387, by Feder funds of the European Union, by the “Ministerio de Economía y Competitividad, Spain” of the Spanish Government through grants DPI2015-68431-R and RTI2018-093366-B-I00, by the “Consellería de Educación, Universidade e Formación Profesional, Spain” of the “Xunta de Galicia” through “grants for the consolidation and structuring of competitive research units of the Galician University System: Competitive reference group” GRC2014/039 and GRC2018/41, and by research fellowships of the University of A Coruña, Spain and the “Fundación de la Ingeniería Civil de Galicia, Spain ”.
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relationinfo:eu-repo/grantAgreement/MINECO/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/DPI2015-68431-Res_ES
dc.relationinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-093366-B-I00es_ES
dc.relation.urihttps://doi.org/10.1016/j.engstruct.2022.115071es_ES
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Españaes_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectStructural topology optimizationes_ES
dc.subjectStress constraintes_ES
dc.subjectOverweight Approaches_ES
dc.subjectFinite element methodes_ES
dc.subjectAggregation techniqueses_ES
dc.titleTopology optimization of structures considering minimum weight and stress constraints by using the Overweight Approaches_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleEngineering Structureses_ES
UDC.volume273es_ES
UDC.startPage115071es_ES
dc.identifier.doi10.1016/j.engstruct.2022.115071


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