Within the scope of the research project RUOSTE, the material characteristics and rotational capacity of beams made of high-strength steel grades S700 and S960 were investigated. In two test series, the achievements of cross-section class 1 and 2 were investigated. Beams made from high-strength steel are expected to have lower rotational capacity and are thus excluded from plastic/plastic design according to Eurocode 3 (EC3-1-1 and EC3-1-12). For specimens aiming at cross-section class 1, focus was on the material property requirements given in EC3-1-12. Although the material properties of high-strength steel supply lower strain hardening in the coupon tests than mild steels, combined with the actual ductility in the structural member, it might still be sufficient to reach the respective cross-section classification. A numerical model was calibrated based on the experiments and used for parametric studies, evaluating artificial stress–strain material curves, which were orientated at the lower limits given in the steel specifications.
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September 2017
Research Article|
October 10 2016
The rotational capacity of beams made of high-strength steel
Nicole Schillo, Dipl.-Ing.;
Nicole Schillo, Dipl.-Ing.
Scientific Assistant
Department of Civil Engineering, Institute of Steel Structures, Aachen, Germany (corresponding author: n.schillo@stb.rwth-aachen.de)
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Markus Feldmann, Dr.-Ing.
Markus Feldmann, Dr.-Ing.
Professor
Head of Institute, Department of Civil Engineering, Institute of Steel Structures, Aachen, Germany
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Publisher: Emerald Publishing
Received:
June 06 2016
Accepted:
August 26 2016
Online ISSN: 1751-7702
Print ISSN: 0965-0911
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2017) 170 (9): 641–652.
Article history
Received:
June 06 2016
Accepted:
August 26 2016
Citation
Schillo N, Feldmann M (2017), "The rotational capacity of beams made of high-strength steel". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 170 No. 9 pp. 641–652, doi: https://doi.org/10.1680/jstbu.16.00119
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