Skip to main content

Experimental Tests to Study the Influence on the Shear Behavior of Fibers of Different Characteristics

  • Chapter
  • First Online:
On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete

Part of the book series: Springer Theses ((Springer Theses))

  • 898 Accesses

Abstract

Steel fiber reinforced concrete (SFRC) is a composite material that is characterized by an enhanced post-cracking behavior due to the capacity of fibers to bridge the crack faces.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

eBook
USD 16.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 109.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Soroushian, S., and Z. Bayasi. 1991. Fiber-type effects on the performance of steel fiber reinforced concrete. ACI Materials Journal 88(2):129–134.

    Google Scholar 

  2. Bencardino, Rizzuti, Spadea and Swamy. 2013. Implications of test methodology on post-cracking and fracture behavior of steel fibre reinforced concrete. Composites:Part B 46:31–38.

    Google Scholar 

  3. Banthia, N., F. Majdzadeh, J. Wu, and V. Bindiganavile. 2014. Fiber sinergy in hybrid fiber reinforced concrete in flexure and direct shear. Cement and Concrete Composites. 48:91–97.

    Google Scholar 

  4. fib, fib Bulletin 57.2010. Shear and punching shear in RC and FRC elements, Salò, Italy: Workshop proceedings 2010

    Google Scholar 

  5. Adhikary, B., and H. Mutsuyoshi. 2006. Prediction of shear stregth of steel fiber RC beams using neural networks. Construction and Building Materials 20:801–811.

    Article  Google Scholar 

  6. El-Niema, E. 1991. Reinforced concrete beams with steel fibers under shear. ACI Structural Journal 88(2):178–183.

    Google Scholar 

  7. Susetyo, J., P. Gauvreau, and F. Vecchio. 2011. Effectiveness of steel fiber as minimum shear reinforcement. ACI Structural Journal 108(4):488–496.

    Google Scholar 

  8. Dinh, H., G. Parra-Montesinos, and J. Wight. 2010. Shear behavior of steel fiber-reinforced concrete beams without stirrup reinforcement. ACI Structural Journal 107(5):597–606.

    Google Scholar 

  9. Parra-Montesinos, G. 2006. Shear strength of beams with deformed steel fibers. Concrete International 28(11):57–66.

    Google Scholar 

  10. Chalioris, C.E. 2013. Analytical approach for the evaluation of minimum fibre factor required for steel fibrous concrete beams under combined shear and flexure. Construction and Building Materials. 43:317–336.

    Google Scholar 

  11. Tiberti, G., F. Minelli, G. Plizzari, and F.J. Vecchio. 2014. Influence of concrete strength on crack development in SFRC members. Cement and Concrete Composites. 45:176–185.

    Google Scholar 

  12. MC2010. 2012. Fib Bulletin 65–66. Model Code—final draft, 1 and 2.

    Google Scholar 

  13. RILEM. 2003. RILEM TC 162-TDF: Test and design methods for steel fiber reinforced concrete. Materials and Structures. 36:560–567.

    Google Scholar 

  14. EHE08.2008. Instrucción de hormigón estructural EHE-08 (in spanish)., Ministerio de Fomento.

    Google Scholar 

  15. Vecchio, F., and M. Collins. 1986. The modified compression field theory for reinforced concrete elements subjected to shear. ACI Journal 83(2):219–231.

    Google Scholar 

  16. Cuenca, E., and Serna, P. 2010. Shear behavior of self-compacting concrete and fiber-reinforced concrete push-off specimens. In: Design, Production and Placement of Self-Consolidating Concrete, ed. Khayat, K.H., Feys, D., 429–438. RILEM Book series Volume 1. Netherlands: Springer.

    Google Scholar 

  17. Minelli, F., A. Conforti, E. Cuenca, G.A. Plizzari. 2014. Are steel fibres able to mitigate or eliminate size effect in shear? Materials and Structures. 47(3):459–473.

    Google Scholar 

  18. Serna, P., Cuenca E., and M. Alves-de Oliveira. 2011. Self-compacting fiber reinforced in precast elements production for shear resistance. In Dedicated to Innovation: 50 years of MC Bauchemie.

    Google Scholar 

  19. Cuenca, E., and P. Serna. 2013. Shear behavior of prestressed precast beams made of self-compacting fiber reinforced concrete. Construction and Building Materials 45:145–156.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Estefanía Cuenca .

Rights and permissions

Reprints and permissions

Copyright information

© 2015 Springer International Publishing Switzerland

About this chapter

Cite this chapter

Cuenca, E. (2015). Experimental Tests to Study the Influence on the Shear Behavior of Fibers of Different Characteristics. In: On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete. Springer Theses. Springer, Cham. https://doi.org/10.1007/978-3-319-13686-8_6

Download citation

Publish with us

Policies and ethics