01932nam 2200445z- 450 9910346768303321202102111000057922(CKB)4920000000100840(oapen)https://directory.doabooks.org/handle/20.500.12854/51220(oapen)doab51220(EXLCZ)99492000000010084020202102d2016 |y 0gerurmn|---annantxtrdacontentcrdamediacrrdacarrierKreishohlprofil-X-Knoten aus nichtrostenden Stählen unter AxialbeanspruchungKIT Scientific Publishing20161 online resource (XIII, 217 p. p.)Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau3-7315-0569-X 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.Technology: general issuesbicsscaxial loadingAxialbeanspruchungKHPnichtrostende Stählestainless steelsstaticstatischCHSX-jointsX-KnotenTechnology: general issuesLipp Andreasauth1322413BOOK9910346768303321Kreishohlprofil-X-Knoten aus nichtrostenden Stählen unter Axialbeanspruchung3034972UNINA