Interaction of bending and axial compression of stainless steel members

Author:

Greiner R.,Kettler M.

Publisher

Elsevier BV

Subject

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

Reference11 articles.

1. European Committee for Standardisation. EN 1993-1–4: Eurocode 3–Design of steel structures–Part 1-4: General rules — Supplementary rules for stainless steel. Brussels; 2005

2. Interaction formulae for members subjected to bending and axial compression in EUROCODE 3—the Method 2 approach;Greiner;J Construct Steel Res,2006

3. Talja A. Test report on welded I and CHS beams, columns and beam-columns. Report to ECSC. VTT Building Technology, Finland; 1997

4. Talja A, Salmi P. Design of stainless steel RHS beams, columns and beam-columns. Research Note 1619. VTT Building Technology, Finland; 1995

5. Greiner R, Hörmaier I, Ofner R, Kettler M. Buckling behaviour of stainless steel members under bending and axial compression. Research report F-5-14. Institute for Steel Structures and Shell Structures, TU Graz, Austria; 2005

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