Study of the effect of the fibers’ orientation on the post-cracking behavior of steel fiber reinforced concrete from wedge-splitting tests and computed tomography scanning

Author:

González Dorys C.,Mínguez Jesús,Vicente Miguel A.,Cambronero Francisco,Aragón Guillermo

Funder

Ministerio de Economía y Competitividad

Publisher

Elsevier BV

Subject

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

Reference50 articles.

1. Restrained shrinkage cracking of fiber-reinforced high-strength concrete;Saradar;Fibers,2018

2. Uniaxial tensile creep of a cracked polypropylene fiber reinforced concrete;Vrijdaghs;Mater. Struct.,2018

3. “Behavior of fiber reinforced concrete for controlling the rate of cracking in canal-lining;Zia;Construct. Build. Mater.,2017

4. Fiber geometrical parameters of fiber-reinforced high strength concrete and their influence on the residual post-peak flexural tensile strength;Minguez;Construct. Build. Mater.,2018

5. Experimental evaluation of tensile behaviour of single cast-in-place anchor bolts in plain and steel fibre-reinforced normal- and high-strength concrete;Nilforoush;Eng. Struct.,2017

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