Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Model for the Compressive Behaviour of Steel-Fibre Reinforced Concrete in New Eurocode 2, Annex L
https://orcid.org/http://orcid.org/0000-0002-0352-0701
https://orcid.org/http://orcid.org/0000-0002-5862-8605
https://orcid.org/http://orcid.org/0000-0003-4785-4786
https://orcid.org/http://orcid.org/0000-0001-6017-6479
This work describes the new compressive stress-strain model for non-linear analysis of steel-fibre reinforced concrete (SFRC) in the new Eurocode 2, Annex L (version 2022–05), developed within task group CEN TC250/SC2/WG1/TG2—Fibre reinforced concrete. The new model takes advantage of the substantial deformation capability increase given by the fibres’ reinforcement to any base concrete. The model is grounded on a multivariate analysis that correlates an extensive database of 197 well-documented SFRC compressive tests and 484 flexural tests. The model and the results of the correlations with the database also allow us to link the flexural performance classes in Annex L and the SFRC compressive strength, which permits a complete classification of any material. Finally, we give an example of the application of the model that shows the enhancement in ductility and strength of a composite steel-SFRC beam section.
Model for the Compressive Behaviour of Steel-Fibre Reinforced Concrete in New Eurocode 2, Annex L
https://orcid.org/http://orcid.org/0000-0002-0352-0701
https://orcid.org/http://orcid.org/0000-0002-5862-8605
https://orcid.org/http://orcid.org/0000-0003-4785-4786
https://orcid.org/http://orcid.org/0000-0001-6017-6479
This work describes the new compressive stress-strain model for non-linear analysis of steel-fibre reinforced concrete (SFRC) in the new Eurocode 2, Annex L (version 2022–05), developed within task group CEN TC250/SC2/WG1/TG2—Fibre reinforced concrete. The new model takes advantage of the substantial deformation capability increase given by the fibres’ reinforcement to any base concrete. The model is grounded on a multivariate analysis that correlates an extensive database of 197 well-documented SFRC compressive tests and 484 flexural tests. The model and the results of the correlations with the database also allow us to link the flexural performance classes in Annex L and the SFRC compressive strength, which permits a complete classification of any material. Finally, we give an example of the application of the model that shows the enhancement in ductility and strength of a composite steel-SFRC beam section.
Model for the Compressive Behaviour of Steel-Fibre Reinforced Concrete in New Eurocode 2, Annex L
https://orcid.org/http://orcid.org/0000-0002-0352-0701
https://orcid.org/http://orcid.org/0000-0002-5862-8605
https://orcid.org/http://orcid.org/0000-0003-4785-4786
https://orcid.org/http://orcid.org/0000-0001-6017-6479
This work describes the new compressive stress-strain model for non-linear analysis of steel-fibre reinforced concrete (SFRC) in the new Eurocode 2, Annex L (version 2022–05), developed within task group CEN TC250/SC2/WG1/TG2—Fibre reinforced concrete. The new model takes advantage of the substantial deformation capability increase given by the fibres’ reinforcement to any base concrete. The model is grounded on a multivariate analysis that correlates an extensive database of 197 well-documented SFRC compressive tests and 484 flexural tests. The model and the results of the correlations with the database also allow us to link the flexural performance classes in Annex L and the SFRC compressive strength, which permits a complete classification of any material. Finally, we give an example of the application of the model that shows the enhancement in ductility and strength of a composite steel-SFRC beam section.
Model for the Compressive Behaviour of Steel-Fibre Reinforced Concrete in New Eurocode 2, Annex L
Lecture Notes in Civil Engineering
Ilki, Alper (Herausgeber:in) / Çavunt, Derya (Herausgeber:in) / Çavunt, Yavuz Selim (Herausgeber:in) / Ruiz, Gonzalo (Autor:in) / De La Rosa, Ángel (Autor:in) / Poveda, Elisa (Autor:in) / Zanon, Riccardo (Autor:in) / Schäfer, Markus (Autor:in) / Wolf, Sébastien (Autor:in)
International Symposium of the International Federation for Structural Concrete ; 2023 ; Istanbul, Türkiye
01.06.2023
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Compressive model for SFRC in Annex L of new Eurocode 2 , combined compression/flexural classification for any SFRC , relevant strains for ULS calculation , impact of the ductility and toughness enhancement of SFRC on composite beams Engineering , Building Materials , Structural Materials , Building Construction and Design , Geotechnical Engineering & Applied Earth Sciences
Eurocode 2 – Annex L – European Harmonized Standard for Steel Fibre Reinforced Concrete
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