LEADER 01932nam  2200445z- 450 
001 9910346768303321
005 20210211
010   $a1000057922
035   $a(CKB)4920000000100840
035   $a(oapen)https://directory.doabooks.org/handle/20.500.12854/51220
035   $a(oapen)doab51220
035   $a(EXLCZ)994920000000100840
100   $a20202102d2016      |y         0
101 0 $ager
135   $aurmn|---annan
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aKreishohlprofil-X-Knoten aus nichtrostenden Sta?hlen unter Axialbeanspruchung
210   $cKIT Scientific Publishing$d2016
215   $a1 online resource (XIII, 217 p. p.)
225 1 $aBerichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
311 08$a3-7315-0569-X 
330   $aAt 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.
606   $aTechnology: general issues$2bicssc
610   $aaxial loading
610   $aAxialbeanspruchung
610   $aKHP
610   $anichtrostende Sta?hle
610   $astainless steels
610   $astatic
610   $astatischCHS
610   $aX-joints
610   $aX-Knoten
615  7$aTechnology: general issues
700   $aLipp$b Andreas$4auth$01322413
906   $aBOOK
912   $a9910346768303321
996   $aKreishohlprofil-X-Knoten aus nichtrostenden Stählen unter Axialbeanspruchung$93034972
997   $aUNINA