Local buckling behaviour of welded box sections made of high-strength steel

Author:

Schillo Nicole,Feldmann Markus

Publisher

Wiley

Subject

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

Reference11 articles.

1. EN 1993 Part 1-12: Eurocode 3: Design of steel structures - Part 1-12: Additional rules for the extension of EN 1993 up to steel grades S 700, 2010 (DIN).

2. EN 1993 Part 1-5: Eurocode 3: Design of steel structures - Part 1-5: Plated structures, 2010 (DIN).

3. LIFTHIGH - Efficient Lifting Equipment with Extra High strength steel, RFCS project contract No 7210 PR/379, 2002-2005.

4. Rasmussen , K. Hancock , G. Plate slenderness limits for HSS Section. Journal of Constructional Steel Research, vol. 23, 1992, pp. 73-96

5. Nishino , F. Ueda , Y. Tall , L. Experimental Investigation of the buckling of plates with residual stresses. Fritz Engineering Laboratory Report No. 290.3, Lehigh University, 1966.

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