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dc.contributor.authorLipp, Andreas*
dc.date.accessioned2021-02-11T17:16:05Z
dc.date.available2021-02-11T17:16:05Z
dc.date.issued2016*
dc.date.submitted2019-07-30 20:02:02*
dc.identifier35631*
dc.identifier.issn21987912*
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/51220
dc.description.abstractAt present, the design of unstiffened, welded circular hollow section (CHS) joints made of stainless steels is insufficiently regulated since all available design rules are based upon results of investigations on CHS joints made of unalloyed and low-alloy structural steels. This work deals with the load-bearing capacity of uniplanar CHS X-joints made of stainless steels under predominantly static axial loading. A design concept for these type of joints was developed.*
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.otherX-joints*
dc.subject.otherKHP*
dc.subject.otherstatischCHS*
dc.subject.otherstatic*
dc.subject.otherstainless steels*
dc.subject.otherAxialbeanspruchung*
dc.subject.otheraxial loading*
dc.subject.otherX-Knoten*
dc.subject.othernichtrostende Stähle*
dc.titleKreishohlprofil-X-Knoten aus nichtrostenden Stählen unter Axialbeanspruchung*
dc.typebook
oapen.identifier.doi10.5445/KSP/1000057922*
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2*
oapen.relation.isbn9783731505693*
oapen.pagesXIII, 217 p.*
oapen.volume7*
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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