Correlation between Flexural–Tensile Performance of Concrete Reinforced with Hooked-End Steel Fibers Using US and European Standards-Reference-Cited by-同舟云学术

Correlation between Flexural–Tensile Performance of Concrete Reinforced with Hooked-End Steel Fibers Using US and European Standards

Author:

Carrillo Julian¹^ORCID,Vargas Juan D.²,Arroyo Orlando³

Affiliation:

1. Full Professor, Dept. of Civil Engineering, Universidad Militar Nueva Granada, Bogotá 110111, Colombia (corresponding author). ORCID: .

2. Research Assistant, Dept. of Civil Engineering, Universidad Militar Nueva Granada, Bogotá 110111, Colombia.

3. Associate Professor, Dept. of Civil Engineering, Universidad de la Sabana, Bogotá 140013, Colombia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference21 articles.

1. Double-punch test of fiber-reinforced concrete: Effect of specimen origin and size;Aire C.;ACI Mater. J.,2015

3. Correlations between mechanical properties of steel fiber reinforced concrete;Carrillo J.;Ingeniería, Investigación y Tecnología,2012

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献