Fatigue of welded tubular K‐joints made up of circular hollow sections-Reference-Cited by-同舟云学术

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Fatigue of welded tubular K‐joints made up of circular hollow sections

Published:2022-05 Issue:S1 Volume:15 Page:22-36
ISSN:1867-0520
Container-title:Steel Construction
language:en
Short-container-title:Steel Construction

Author:

Kuhlmann Ulrike¹,Dürr André²,Bove Simon³,Roth Jakob²,Knecht Wigand¹

Affiliation:

1. University of Stuttgart Institute of Structural Design Pfaffenwaldring 7 70569 Stuttgart Germany

2. Munich University of Applied Sciences HM Institute for Material & Building Research Karlstr. 6 80333 Munich Germany

3. bde GmbH Beratende Ingenieure VBI Breitscheidstr. 65 70176 Stuttgart Germany

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stco.202100035

Reference24 articles.

1. API RP 2A‐WSD (2005) Recommended Practice for Planning Designing and Constructing Fixed Offshore Platforms – Working Stress Design.American Petroleum Institute (API).

2. Bove S.(2021)Bewertung ausgewählter Tragsysteme für Straßenbrücken unter Berücksichtigung von Ermüdungsaspekten[Dissertation].Institute of Structural Design University of Stuttgart(in preparation).

3. Borges L. A. C.(2008)Size effect in the Fatigue Behaviour of Tubular Bridge Joints. PhD thesis Ècole Polytechnique Fédérale de Lausanne (EPFL) Switzerland.

4. DASt‐Richtlinie 029 (2021) Geschweißte K‐ und KK‐Knoten aus Rundhohlprofilen unter Ermüdungsbeanspruchung.Deutscher Ausschuss für Stahlbau (DASt).

5. DNV‐RP‐C203 (2010) Fatigue Design of Offshore Steel Structures. Recommended Practice Det Norske Veritas (DNV).

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