Model for estimating the flexural performance of concrete reinforced with hooked end steel fibers using three‐point bending tests

Author:

Carrillo Julian12ORCID,Vargas Juan D.3,Alcocer Sergio M.4

Affiliation:

1. Full Professor, Department of Civil Engineering Universidad Militar Nueva Granada, UMNG Bogotá Colombia

2. Colombian Earthquake Engineering Research Network, CEER Colombia

3. Research Assistant, Department of Civil Engineering Universidad Militar Nueva Granada, UMNG Bogotá Colombia

4. Professor, Institute of Engineering Universidad Nacional Autónoma de México, UNAM Mexico City Mexico

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. MarmolP.(2010).Concrete with steel fibers: Mechanical characteristics. MSc Thesis Universidad Politécnica de Madrid España(inSpanish).

2. Single fiber pullout from hybrid fiber reinforced concrete;Markovich I;HERON,2001

3. Correlations between mechanical properties of steel fiber reinforced concrete;Carrillo J;Ing Invest y Tecnol,2012

4. NetoN.(2013).Comportamento à punçäo de lajes lisas em concreto reforçado com fibras de aço sob carregamento simétrico. PhD Thesis. Universida de Brasília (in Portuguese).

5. Comparing test methods for the mechanical characterization of fiber reinforced concrete;Conforti A;Struct Concr,2017

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