Local plate buckling type imperfections for NSS and HSS welded box-section columns

Author:

Radwan M.ORCID,Kövesdi B.ORCID

Funder

Magyar Tudományos Akadémia

Tempus Public Foundation

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference26 articles.

1. EN 1993-1-5: 2006 Eurocode 3-Design of steel structures. Part 1.5: Plated structural elements. European Committee for Standardization (CEN). 2006 [Online]. Available: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1993.1.5.2006.pdf.

2. prEN 1993-1-14:2020, Eurocode 3: Design of steel structures, Part 1-14: Design assisted by Finite element analysis (under development by Committee for Standardization (CEN)).

3. Assessing the reliability of local buckling of plates for mild and high strength steels;Schillo;J Constr Steel Res,2018

4. Schillo N, Taras A, Feldmann M. Assessment of safety factor for local buckling. WG5 Stuttgart 2016;26.

5. Local buckling behaviour of welded box sections made of high-strength steel: Comparing experiments with EC3 and general method;Schillo;Steel Construction,2015

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