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dc.contributor.authorReinke, Thomas*
dc.date.accessioned2021-02-12T06:17:44Z
dc.date.available2021-02-12T06:17:44Z
dc.date.issued2015*
dc.date.submitted2019-07-30 20:01:59*
dc.identifier34909*
dc.identifier.issn21987912*
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/61146
dc.description.abstractThis work deals with the bending moment capacity of thin-walled steel poles with polygonal sections. Based on experimental and numerical investigations the bearing behavior of steel poles in bending with polygonal sections with an arbitrary number of corners up to the transition from a polygonal section to a round section is presented. Thereby the bearing behavior as a shell and the influence of imperfections are considered.*
dc.languageGerman*
dc.relation.ispartofseriesBerichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau*
dc.subjectT1-995*
dc.subject.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issuesen_US
dc.subject.otherplate buckling*
dc.subject.otherStabilität*
dc.subject.otherStahlmast*
dc.subject.otherpolygonal*
dc.subject.otherSchalenbeulensteel pole*
dc.subject.otherPlattenbeulen*
dc.subject.othershell buckling*
dc.subject.otherstability*
dc.titleTragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten*
dc.typebook
oapen.identifier.doi10.5445/KSP/1000047608*
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2*
oapen.relation.isbn9783731503989*
oapen.pagesgetr. Zählung*
oapen.volume2*
peerreview.review.typeFull text
peerreview.anonymityAll identities known
peerreview.reviewer.typeEditorial board member
peerreview.reviewer.typeExternal peer reviewer
peerreview.review.stagePre-publication
peerreview.open.reviewNo
peerreview.publish.responsibilityBooks or series editor
peerreview.id51a542ec-eaeb-47c2-861d-6022e981a97a
peerreview.titleDissertations in Series (Dissertationen in Schriftenreihe)


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