{"?xml":{"@version":"1.0"},"edm:RDF":{"@xmlns:dc":"http://purl.org/dc/elements/1.1/","@xmlns:edm":"http://www.europeana.eu/schemas/edm/","@xmlns:wgs84_pos":"http://www.w3.org/2003/01/geo/wgs84_pos","@xmlns:foaf":"http://xmlns.com/foaf/0.1/","@xmlns:rdaGr2":"http://rdvocab.info/ElementsGr2","@xmlns:oai":"http://www.openarchives.org/OAI/2.0/","@xmlns:owl":"http://www.w3.org/2002/07/owl#","@xmlns:rdf":"http://www.w3.org/1999/02/22-rdf-syntax-ns#","@xmlns:ore":"http://www.openarchives.org/ore/terms/","@xmlns:skos":"http://www.w3.org/2004/02/skos/core#","@xmlns:dcterms":"http://purl.org/dc/terms/","edm:WebResource":[{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-IZOC00SU/b911a628-fedb-4d87-9c3a-41e5534b6ca0/PDF","dcterms:extent":"1634 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-IZOC00SU/4195842d-368c-4d15-b2ba-d43480b8e20e/TEXT","dcterms:extent":"36 KB"}],"edm:TimeSpan":{"@rdf:about":"1999-2025","edm:begin":{"@xml:lang":"en","#text":"1999"},"edm:end":{"@xml:lang":"en","#text":"2025"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:DOC-IZOC00SU","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-6QOUKQ9A"},{"@xml:lang":"sl","#text":"Strojniški vestnik"}],"dcterms:issued":"2017","dc:creator":["Abed-Meraim, Farid","Chalal, Hocine","Wang, Peng"],"dc:format":[{"@xml:lang":"sl","#text":"številka:1"},{"@xml:lang":"sl","#text":"letnik:63"},{"@xml:lang":"sl","#text":"str. 25-34"}],"dc:identifier":["ISSN:0039-2480","COBISSID_HOST:15210523","URN:URN:NBN:SI:doc-IZOC00SU"],"dc:language":"en","dc:publisher":{"@xml:lang":"sl","#text":"Zveza strojnih inženirjev in tehnikov Slovenije etc."},"dc:subject":[{"@xml:lang":"sl","#text":"dinamične obremenitve"},{"@xml:lang":"sl","#text":"globoki vlek"},{"@xml:lang":"sl","#text":"končni elementi"},{"@xml:lang":"sl","#text":"kvadratični telesno-lupinski elementi"},{"@xml:lang":"sl","#text":"kvazistatične obremenitve"},{"@xml:lang":"sl","#text":"linearni telesno-lupinski elementi"},{"@xml:lang":"sl","#text":"metoda domnevnih deformacij"},{"@xml:lang":"sl","#text":"tankostenske 3D-konstrukcije"}],"dcterms:temporal":{"@rdf:resource":"1999-2025"},"dc:title":{"@xml:lang":"sl","#text":"Linear and quadratic solid-shell elements for quasi-static and dynamic simulations of thin 3D structures| application to a deep drawing process|"},"dc:description":[{"@xml:lang":"sl","#text":"A family of prismatic and hexahedral solid%shell (SHB) elements, with their linear and quadratic versions, is proposed in this work to model thin structures. The formulation of these SHB elements is extended to explicit dynamic analysis and large-strain anisotropic plasticity on the basis of a fully three-dimensional approach using an arbitrary number of integration points along the thickness direction. Several special treatments are applied to the SHB elements in order to avoid all locking phenomena and to guarantee the accuracy and efficiency of the simulations. These solid-shell elements have been implemented into ABAQUS standard/quasi-static and explicit/dynamic software packages. A number of static and dynamic benchmark problems, as well as a simulation of the deep drawing of a cylindrical cup, have been conducted to assess the performance of these SHB elements"},{"@xml:lang":"sl","#text":"Članek podaja predlog za oblikovanje družine linearnih in kvadratičnih telesno-lupinskih elementov, primernih za tridimenzionalno modeliranje tankostenskih konstrukcij v kontekstu kvazistatične (implicitne) in dinamične (eksplicitne) analize, kakor tudi za simulacijo preoblikovanja pločevine. Tankostenske konstrukcije se tradicionalno modelirajo s konvencionalnimi lupinskimi elementi ali pa s telesnimi elementi nizkega reda. Konvencionalni lupinski elementi so pogosto le omejeno uporabni pri simulacijah različnih procesov preoblikovanja pločevine, pri telesnih elementih kontinuuma pa se pojavljajo težave z blokiranjem. V članku so kot možna rešitev za odpravo naštetih omejitev predstavljeni telesno-lupinski elementi za točno in učinkovito simulacijo tankostenskih konstrukcij. Telesno-lupinski elementi s svojo tridimenzionalno formulacijo združujejo prednosti formulacije teles in lupin za bolj realistično modeliranje različnih konstrukcij, saj se pri formulaciji izognemo geometrijskim (sredinska ravnina) ali kinematičnim domnevam, kakor tudi konstitutivnim (ravninske napetosti) omejitvam"}],"edm:type":"TEXT","dc:type":[{"@xml:lang":"sl","#text":"znanstveno časopisje"},{"@xml:lang":"en","#text":"journals"},{"@rdf:resource":"http://www.wikidata.org/entity/Q361785"}]},"ore:Aggregation":{"@rdf:about":"http://www.dlib.si/?URN=URN:NBN:SI:DOC-IZOC00SU","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:DOC-IZOC00SU"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:DOC-IZOC00SU/b911a628-fedb-4d87-9c3a-41e5534b6ca0/PDF"},"edm:rights":{"@rdf:resource":"http://rightsstatements.org/vocab/InC/1.0/"},"edm:provider":"Slovenian National E-content Aggregator","edm:intermediateProvider":{"@xml:lang":"en","#text":"National and University Library of Slovenia"},"edm:dataProvider":{"@xml:lang":"sl","#text":"Univerza v Ljubljani, Fakulteta za strojništvo"},"edm:object":{"@rdf:resource":"http://www.dlib.si/streamdb/URN:NBN:SI:DOC-IZOC00SU/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:DOC-IZOC00SU"}}}}