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: Book Chapter
Published: KIT Scientific Publishing 2016
Subjects:
Online Access:Get Fullteks
DOAB: description of the publication
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001 doab_20_500_12854_51220
005 20210211
020 |a KSP/1000057922 
020 |a 9783731505693 
024 7 |a 10.5445/KSP/1000057922  |c doi 
041 0 |a German 
042 |a dc 
100 1 |a Lipp, Andreas  |4 auth 
245 1 0 |a Kreishohlprofil-X-Knoten aus nichtrostenden Stählen unter Axialbeanspruchung 
260 |b KIT Scientific Publishing  |c 2016 
300 |a 1 electronic resource (XIII, 217 p. p.) 
506 0 |a Open Access  |2 star  |f Unrestricted online access 
520 |a 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. 
540 |a Creative Commons  |f https://creativecommons.org/licenses/by-sa/4.0/  |2 cc  |4 https://creativecommons.org/licenses/by-sa/4.0/ 
546 |a German 
653 |a X-joints 
653 |a KHP 
653 |a statischCHS 
653 |a static 
653 |a stainless steels 
653 |a Axialbeanspruchung 
653 |a axial loading 
653 |a X-Knoten 
653 |a nichtrostende Stähle 
856 4 0 |a www.oapen.org  |u https://www.ksp.kit.edu/9783731505693  |7 0  |z Get Fullteks 
856 4 0 |a www.oapen.org  |u https://directory.doabooks.org/handle/20.500.12854/51220  |7 0  |z DOAB: description of the publication