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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| Yazar: | |
|---|---|
| Materyal Türü: | Elektronik Kitap Bölümü |
| Baskı/Yayın Bilgisi: |
KIT Scientific Publishing
2016
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| Seri Bilgileri: | Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
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| Konular: | |
| Online Erişim: | DOAB: download the publication DOAB: description of the publication |
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|---|---|---|---|
| 001 | doab_20_500_12854_51220 | ||
| 005 | 20210211 | ||
| 003 | oapen | ||
| 006 | m o d | ||
| 007 | cr|mn|---annan | ||
| 008 | 20210211s2016 xx |||||o ||| 0|deu d | ||
| 020 | |a KSP/1000057922 | ||
| 020 | |a 9783731505693 | ||
| 040 | |a oapen |c oapen | ||
| 024 | 7 | |a 10.5445/KSP/1000057922 |c doi | |
| 041 | 0 | |a deu | |
| 042 | |a dc | ||
| 072 | 7 | |a TB |2 bicssc | |
| 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.) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau | |
| 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 | ||
| 650 | 7 | |a Technology: general issues |2 bicssc | |
| 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 DOAB: download the publication |
| 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 |