Abstract
StahlbauVolume 89, Issue 12 p. 1002-1002 Empfehlungen der Redaktion Analysis of fatigue test data to reassess EN 1993-1-9 detail categories First published: 07 December 2020 https://doi.org/10.1002/stab.202071204Read the full textAboutPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL Share a linkShare onFacebookTwitterLinkedInRedditWechat No abstract is available for this article. Volume89, Issue12December 2020Pages 1002-1002 RelatedInformation
Highlights
Background DocumentationChapter 9 (1989) Document 9.01 – Eurocode No 3 – Design of Steel Structures – Part 1 – General Rules and Rules for Buildings.[23] EN ISO 2553 (2014) Welding and allied processes – Sym bolic representation on drawings – Welded joints.[24] EN ISO 6947 (2018) Welding and allied processes – Weld ing positions.[25] EN ISO 4063 (2011) Welding and allied processes – No menclature of processes and reference numbers.[26] Fisher, J
This paper demonstrates the evaluation of selected details such as cruciform joints and longitudinal welds
The following section presents the new evaluation of fatigue details 2, 3 and 5 of Tab. 8.2 [1], which comprise the classic longitudinal welds for different executions, see Tab. 3
Summary
In addition to the re-evaluation of the fatigue details, see the example presented in section 4, there is a need for further experimental investigations of some details. In addition to investigations of cover plates [33], this applies to the endplate connection with prestressed bolts This detail represents an economical and easy-to-assemble joint in steel construction practice, e.g. for crane runways subjected to high fatigue loading. In order to verify the bolt, the standard requires the calculation of the true bolt force while considering prying forces and bending stresses from other sources. At this point again, specific information for determining the stresses is missing. The weld and bolt stresses during fatigue loading of endplate connections were examined in more detail within the scope of the investigations in [5] in order to clarify the unanswered questions regarding their fatigue design. Please refer to [5, 9] for more detailed information
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