Numerical method for the primary torsional capacity of arbitrary steel cross sections considering nonlinear plastic behaviour
Author:
Funder
Thüringer Ministerium für Wirtschaft Wissenschaft und Digitale Gesellschaft
Publisher
Elsevier BV
Reference45 articles.
1. Local buckling behaviour and capacities of Cold-Formed Steel Double-I-Box stub and short column sections;Deepak;Journal of Structures,2021
2. Buckling capacities of Double-T-Box Girders – a numerical approach;Deepak;Journal of Structures,2021
3. Numerical investigation on built-up cold-formed steel double decker-I-beams;Beulah Gnana Ananthi,2023
4. FE computations regarding plastic zones for verifications of load capacity according to DIN EN 1993-1-1 – simplified calculation methods for members susceptible to stability;Kindmann;Stahlbau,2019
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