Skip to main content
Top

2022 | OriginalPaper | Chapter

Eurocode 2 – Annex L – European Harmonized Standard for Steel Fibre Reinforced Concrete

Authors : Marco di Prisco, Terje Kanstad, Giovanni Plizzari, Fausto Minelli, Andreas Haus

Published in: Fibre Reinforced Concrete: Improvements and Innovations II

Publisher: Springer International Publishing

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The current Eurocodes are under revision and estimated to be available in 2023. For the first time in the European history, Eurocode 2: “Design of concrete structures” will be extended with a European-wide harmonized annex covering steel fibre reinforced concrete. The work on Annex L – Steel Fibre Reinforced Concrete has already started in 2012 and significantly benefitted from the work carried out for the fib Model Code for Concrete Structures 2010. The use of performance classes of Model Code 2010 as well as parts of the design approach were the basis for the new steel fibre reinforced concrete annex. In addition, the latest state of science has been used to prepare a powerful but, in the same way, easy-to-use design document for structural engineers, covering both ultimate and serviceability limit states for steel fibre reinforced structures, with or without reinforcement.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference fib Model Code for Concrete Structures 2010. Ed. Fib – International Federation for Structural Concrete, Ernst & Sohn, Berlin (2013) fib Model Code for Concrete Structures 2010. Ed. Fib – International Federation for Structural Concrete, Ernst & Sohn, Berlin (2013)
2.
go back to reference De La Rosa, Á., Ruiz, G., Poveda, E.: Study of the compression behavior of steel-fiber reinforced concrete by means of the Response Surface Methodology. Appl. Sci. 9(24), 5330 (2019)CrossRef De La Rosa, Á., Ruiz, G., Poveda, E.: Study of the compression behavior of steel-fiber reinforced concrete by means of the Response Surface Methodology. Appl. Sci. 9(24), 5330 (2019)CrossRef
3.
go back to reference Ruiz, G., De La Rosa, Á., Poveda, E.: Relationship between residual flexural strength and compression strength in steel fiber reinforced concrete within the new Eurocode 2 regulatory framework. Theoret. Appl. Fract. Mech. 103 (2019) Ruiz, G., De La Rosa, Á., Poveda, E.: Relationship between residual flexural strength and compression strength in steel fiber reinforced concrete within the new Eurocode 2 regulatory framework. Theoret. Appl. Fract. Mech. 103 (2019)
4.
go back to reference Ruiz, G., De La Rosa, Á., Wolf, S., Poveda, E.: Model for the compressive stress–strain relationship of steel fiber–reinforced concrete for non–linear structural analysis. Hormigón y Acero 69(Suppl. 1), 75–80 (2018) Ruiz, G., De La Rosa, Á., Wolf, S., Poveda, E.: Model for the compressive stress–strain relationship of steel fiber–reinforced concrete for non–linear structural analysis. Hormigón y Acero 69(Suppl. 1), 75–80 (2018)
5.
go back to reference di Prisco, M., Colombo, M., Dozio, D.: Fibre-reinforced concrete in fib Model Code 2010: Principles, models and test validation. Struct. Concr. 14(4), 342–361 (2013)CrossRef di Prisco, M., Colombo, M., Dozio, D.: Fibre-reinforced concrete in fib Model Code 2010: Principles, models and test validation. Struct. Concr. 14(4), 342–361 (2013)CrossRef
6.
go back to reference EN 14651: Test method for metallic fibered concrete – Measuring the flexural tensile strength (limit of proportionality (LOP), residual). Brussels (2004) EN 14651: Test method for metallic fibered concrete – Measuring the flexural tensile strength (limit of proportionality (LOP), residual). Brussels (2004)
7.
go back to reference Martinelli, P., Colombo, M., Pujadas, P., de la Fuente, A., Cavalaro, S., di Prisco, M.: Characterization tests for SFRC elevated slabs: identification of fibre distribution and orientation effects, submitted to Materials & Structures (2020) Martinelli, P., Colombo, M., Pujadas, P., de la Fuente, A., Cavalaro, S., di Prisco, M.: Characterization tests for SFRC elevated slabs: identification of fibre distribution and orientation effects, submitted to Materials & Structures (2020)
8.
go back to reference Laranjeira, F., Grünewald, S., Walraven, J., et al.: Characterization of the orientation profile of steel fiber reinforced concrete. Mater. Struct. Constr. 44, 1093–1111 (2011)CrossRef Laranjeira, F., Grünewald, S., Walraven, J., et al.: Characterization of the orientation profile of steel fiber reinforced concrete. Mater. Struct. Constr. 44, 1093–1111 (2011)CrossRef
9.
go back to reference Soroushian, P., Lee, C.-D.: Distribution and orientation of fibers in steel fiber reinforced concrete. ACI Mater. J. 87, 433–439 (1990) Soroushian, P., Lee, C.-D.: Distribution and orientation of fibers in steel fiber reinforced concrete. ACI Mater. J. 87, 433–439 (1990)
11.
go back to reference di Prisco, M., Martinelli, P., Dozio, D.: The structural redistribution coefficient KRd: a numerical approach to its evaluation. Struct. Concr. 17, 390–407 (2016)CrossRef di Prisco, M., Martinelli, P., Dozio, D.: The structural redistribution coefficient KRd: a numerical approach to its evaluation. Struct. Concr. 17, 390–407 (2016)CrossRef
12.
go back to reference Pourzarabi, A., Colombo, M., Di Prisco, M.: On the mechanical response of a fibre reinforced concrete redundant structure; the redistribution factor. In: Proceedings of the 12th fib International Ph.D. Symposium in Civil Engineering, pp. 625–632 (2018) Pourzarabi, A., Colombo, M., Di Prisco, M.: On the mechanical response of a fibre reinforced concrete redundant structure; the redistribution factor. In: Proceedings of the 12th fib International Ph.D. Symposium in Civil Engineering, pp. 625–632 (2018)
13.
go back to reference Berrocal, C.G.: Corrosion of steel bars in fibre reinforced concrete: corrosion mechanisms and structural performance, TU Chalmers, Gothenburg, Sweden (2017) Berrocal, C.G.: Corrosion of steel bars in fibre reinforced concrete: corrosion mechanisms and structural performance, TU Chalmers, Gothenburg, Sweden (2017)
14.
go back to reference Meson, V.M.: Durability of steel fibre reinforced concrete in corrosive environments, Department of Civil Engineering, Technical University of Denmark (2019) Meson, V.M.: Durability of steel fibre reinforced concrete in corrosive environments, Department of Civil Engineering, Technical University of Denmark (2019)
15.
go back to reference Facconi, L., Plizzari, G., Minelli, F.: Elevated slabs made of hybrid reinforced concrete: proposal of a new design approach in flexure. Struct. Concr. 20(1), 52–67 (2019)CrossRef Facconi, L., Plizzari, G., Minelli, F.: Elevated slabs made of hybrid reinforced concrete: proposal of a new design approach in flexure. Struct. Concr. 20(1), 52–67 (2019)CrossRef
16.
go back to reference di Prisco, M., Colombo, M., Pourzarabi, A.: Biaxial bending of SFRC slabs: is conventional reinforcement necessary? Mater. Struct. 52(1) (2019). art. no. 1 di Prisco, M., Colombo, M., Pourzarabi, A.: Biaxial bending of SFRC slabs: is conventional reinforcement necessary? Mater. Struct. 52(1) (2019). art. no. 1
17.
go back to reference di Prisco, M., Colombo, M., Pourzarabi, A.: Yield line design for SFRC elevated slabs. In: Proceedings of the Befib International Conference, Valencia (2020, accepted) di Prisco, M., Colombo, M., Pourzarabi, A.: Yield line design for SFRC elevated slabs. In: Proceedings of the Befib International Conference, Valencia (2020, accepted)
18.
go back to reference Meda, A., Minelli, F., Plizzari, G.A.: Flexural behaviour of RC beams in fibre reinforced concrete. Compos. B Eng. 43(8), 2930–2937 (2012)CrossRef Meda, A., Minelli, F., Plizzari, G.A.: Flexural behaviour of RC beams in fibre reinforced concrete. Compos. B Eng. 43(8), 2930–2937 (2012)CrossRef
19.
go back to reference Minelli, F., Plizzari, G.A.: On the effectiveness of steel fibers as shear reinforcement. ACI Struct. J. 110(3), 379–389 (2013). ISSN 0889-3241 Minelli, F., Plizzari, G.A.: On the effectiveness of steel fibers as shear reinforcement. ACI Struct. J. 110(3), 379–389 (2013). ISSN 0889-3241
20.
go back to reference Minelli, F., Plizzari, G.A.: Shear strength of FRC members with little or no shear reinforcement: a new analytical model. In: Minelli, F., Plizzari, G.A.: fib Bulletin 57: Shear and punching shear in RC and FRC elements, Workshop 15–16 October 2010, Salò, Italy, vol. unico, pp. 211–225 (2010). ISSN 1562-3610, ISBN 978-2-88394-097-0 Minelli, F., Plizzari, G.A.: Shear strength of FRC members with little or no shear reinforcement: a new analytical model. In: Minelli, F., Plizzari, G.A.: fib Bulletin 57: Shear and punching shear in RC and FRC elements, Workshop 15–16 October 2010, Salò, Italy, vol. unico, pp. 211–225 (2010). ISSN 1562-3610, ISBN 978-2-88394-097-0
21.
go back to reference Chalioris, C.E., Karayannis, C.G.: Effectiveness of the use of steel fibres on the torsional behaviour of flanged concrete beams. Cement Concr. Compos. 31(5), 331–341 (2009)CrossRef Chalioris, C.E., Karayannis, C.G.: Effectiveness of the use of steel fibres on the torsional behaviour of flanged concrete beams. Cement Concr. Compos. 31(5), 331–341 (2009)CrossRef
22.
go back to reference Facconi, L., Minelli, F., Plizzari, G., Ceresa, P.: Experimental study on steel fiber reinforced concrete beams in pure torsion. In: Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures, pp. 1811–1818 (2019) Facconi, L., Minelli, F., Plizzari, G., Ceresa, P.: Experimental study on steel fiber reinforced concrete beams in pure torsion. In: Proceedings of the fib Symposium 2019: Concrete - Innovations in Materials, Design and Structures, pp. 1811–1818 (2019)
23.
go back to reference Muttoni, A., Ruiz, M.F., Simões, J.T.: Recent improvements of the critical shear crack theory for punching shear design and its simplification for code provisions (2019) FIB 2018 - Proceedings for the 2018 fib Congress: Better, Smarter, Stronger, pp. 116–129. Muttoni, A., Ruiz, M.F., Simões, J.T.: Recent improvements of the critical shear crack theory for punching shear design and its simplification for code provisions (2019) FIB 2018 - Proceedings for the 2018 fib Congress: Better, Smarter, Stronger, pp. 116–129.
24.
go back to reference Giuseppe, T., Fausto, M., Giovanni, P.: Cracking behavior in reinforced concrete members with steel fibers: a comprehensive experimental study. Cem. Concr. Res. 68, 24–34 (2015)CrossRef Giuseppe, T., Fausto, M., Giovanni, P.: Cracking behavior in reinforced concrete members with steel fibers: a comprehensive experimental study. Cem. Concr. Res. 68, 24–34 (2015)CrossRef
Metadata
Title
Eurocode 2 – Annex L – European Harmonized Standard for Steel Fibre Reinforced Concrete
Authors
Marco di Prisco
Terje Kanstad
Giovanni Plizzari
Fausto Minelli
Andreas Haus
Copyright Year
2022
DOI
https://doi.org/10.1007/978-3-030-83719-8_47