Kreishohlprofil-X-Knoten aus nichtrostenden Stählen unter Axialbeanspruchung

At 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...

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Bibliografiset tiedot
Päätekijä: Lipp, Andreas (auth)
Aineistotyyppi: Elektroninen Kirjan osa
Julkaistu: KIT Scientific Publishing 2016
Sarja:Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
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Linkit:DOAB: download the publication
DOAB: description of the publication
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Yhteenveto:At 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.
Ulkoasu:1 electronic resource (XIII, 217 p. p.)
ISBN:KSP/1000057922
9783731505693
Pääsy:Open Access