Pullout Behavior of Steel Fibers in Self-Compacting Concrete-Reference-Cited by-同舟云学术

Pullout Behavior of Steel Fibers in Self-Compacting Concrete

Published:2010-01 Issue:1 Volume:22 Page:1-9
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Cunha Vítor M. C. F.¹²³,Barros Joaquim A. O.¹²³,Sena-Cruz José M.¹²³

Affiliation:

1. Doctoral Student, Dept. of Civil Engineering, School of Engineering, Univ. of Minho, Campus Azurém, Guimarães, Portugal (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, School of Engineering, Univ. of Minho, Campus Azurém, Guimarães, Portugal.

3. Assistant Professor, Dept. of Civil Engineering, School of Engineering, Univ. of Minho, Campus Azurém, Guimarães, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000001

Reference20 articles.

1. Analytical simulation of pull-out tests––the direct problem

2. Concrete reinforced with deformed steel fibers. Part I: Bond slip mechanisms;Banthia N.;ACI Mater. J.,1994

3. Lightweight Panels of Steel Fiber-Reinforced Self-Compacting Concrete

4. Cunha V. Barros J. and Sena-Cruz J. (2007). “Pullout of hooked-end steel fibres in self-compacting concrete.” Rep. No. 07-DEC/E-06 University of Minho Portugal ⟨http://www.civil.uminho.pt/composites/Publications/2007/TR2007_001_07-DEC-E-06.pdf⟩ (Nov. 2009).

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