Change search
ReferencesLink to record
Permanent link

Direct link
Stainless steel girders: resistance to concentrated loads and shear
Luleå tekniska universitet.
2003 (English)In: Stainless Steel in Structures: International Experts Seminar 20th May 2003, Ascot, UK. Proceedings, 2003, 123-130 p.Conference paper (Refereed)
Abstract [en]

This paper is a summary of work performed in Sweden since 1998, addressing the resistance of welded I-girders made of stainless steel subjected to concentrated forces or shear. The study on concentrated forces included five tests and a series of numerical simulations. The results from these were compared to the ultimate resistance calculated according to ENV1993-1-1:1992 and ENV 1993-1-5:1997. It was shown that ENV 1993-1-5:1997 is in better agreement with the results from this study than ENV 1993-1-1:1992, and can be used for predicting the resistance to concentrated loads.The experimental part in the area of shear resistance comprised a total of eight tests made of two different steel grades. With support of numerical simulations of the tests and a parametric study, it was concluded that the design procedure with respect to shear in ENV 1993-1-4:1996, Supplementary rules for stainless steel, is too conservative. A design procedure which allows the shear resistance of welded stainless steel girders to be fully utilised was derived. It is similar to the procedure in ENV 1993-1-5:1997 and compared to the one currently in ENV 1993-1-4:1996 it is a large improvement.

Place, publisher, year, edition, pages
2003. 123-130 p.
Research subject
Steel Structures
URN: urn:nbn:se:ltu:diva-40546Local ID: fb842f00-321c-11dd-b113-000ea68e967bOAI: diva2:1014068
Stainless Steel in Structures : International Experts Seminar 20/05/2003 - 20/05/2003
Godkänd; 2003; 20080604 (ysko)Available from: 2016-10-03 Created: 2016-10-03Bibliographically approved

Open Access in DiVA

fulltext(855 kB)6 downloads
File information
File name FULLTEXT01.pdfFile size 855 kBChecksum SHA-512
Type fulltextMimetype application/pdf

Search outside of DiVA

GoogleGoogle Scholar
Total: 6 downloads
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

Total: 1 hits
ReferencesLink to record
Permanent link

Direct link