Tubular trusses with K-joints in bridges
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Bibliografische Angaben
| Autor(en): |
Michael Hubmann
Mathias Euler Ulrike Kuhlmann |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012 | ||||
| Veröffentlicht in: | IABSE Congress Seoul 2012 | ||||
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| Seite(n): | 1627-1634 | ||||
| Anzahl der Seiten (im PDF): | 8 | ||||
| DOI: | 10.2749/222137912805112275 | ||||
| Abstrakt: |
This paper gives an overview of the state of the art of designing welded K-joints in tubular trusses under fatigue loading and presents first results of a running research project dealing with the fatigue resistance of thickwalled K-joints. In this research project K-joints with a particularly favourable weld configuration are investigated. |
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| Stichwörter: |
Ermüdung Hohlprofil K-Knoten Fachwerkbrücke
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