Experimental and Analytical Study of the High-Strain Rate Flexural Behavior of SFRC

Author:

Bakhshi Mohammad1,Valente Isabel B.2ORCID,Ramezansefat Honeyeh3,Barros Joaquim A. O.4ORCID,Pereira Eduardo N. B.5,Peixinho Nuno R. M.6

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Minho, Azurem, Guimaraes 4800-058, Portugal (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Minho, Azurem, Guimaraes 4800-058, Portugal. ORCID: .

3. Postdoctoral Researcher, Dept. of Civil Engineering, Univ. of Minho, Azurem, Guimaraes 4800-058, Portugal.

4. Full Professor, Dept. of Civil Engineering, Univ. of Minho, Azurem, Guimaraes 4800-058, Portugal. ORCID: .

5. Assistant Professor, Dept. of Civil Engineering, Univ. of Minho, Azurem, Guimaraes 4800-058, Portugal.

6. Assistant Professor, Dept. of Mechanical Engineering, Univ. of Minho, Azurem, Guimaraes 4800-058, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Reference63 articles.

1. Flexural Behavior of Steel Fiber-Reinforced Rubberized Concrete

2. Mechanical behaviour and fibre dispersion of hybrid steel fibre reinforced self-compacting concrete

3. Experimental and analytical study of the high-strain-rate compressive behavior of SFRC

4. Bakhshi M. I. B. Valente H. Ramezansefat J. A. O. Barros E. N. B. Pereira and N. R. M. Peixinho. 2021. “Experimental investigation of the effect of high strain rate loading on the flexural behaviour of the steel fibre-reinforced concrete.” In Proc. fib Symp. 604–613. Braga Portugal: Univ. of Minho.

5. Impact resistance of steel fiber reinforced concrete;Banthia N.;Mater. J.,1996

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