Interaction of local and global buckling of box sections made of high strength steel

Author:

Schillo Nicole,Feldmann Markus

Funder

RFCS

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. European Committee for Standardization, Eurocode 3: Design of Steel structures — Part 1-1: General Rules and Rules for Buildings, 27.10.2010.

2. European Committee for Standardization, Eurocode 3: Design of Steel Structures — Part 1-12: General – High Strength Steels, 28.10.2010.

3. European Committee for Standardization, Hot Rolled Flat Products Made of High Yield Strength Steels for Cold Forming – Part 2: Technical Delivery Conditions for Thermomechanically Rolled Steels; German Version, 12.2013.

4. European Committee for Standardization, Hot Rolled Products of Structural Steels – Part 6: Technical Delivery Conditions for Flat Products of High Yield Strength Structural Steels in the Quenched and Tempered Conditions; German Version Pren 10025-6:2011, 2011.

5. Vergleich verschiedener näherungsmodelle für das kombinierte Beul-Knick-problem eines stabes unter druck und biegung;Rubin;Stahlbau,1986

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