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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Bibliographic Details
Main Author: Lipp, Andreas (auth)
Format: Electronic Book Chapter
Published: KIT Scientific Publishing 2016
Series:Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
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Summary: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.
Physical Description:1 electronic resource (XIII, 217 p. p.)
ISBN:KSP/1000057922
9783731505693
Access:Open Access