Pullout Strength of Headed Deformed Reinforcement Embedded in Fibrous Concrete

Samir Sami Majeed; Prof. Dr. Saad Ali AlTaan

doi:10.33899/rengj.2010.27963

Pullout Strength of Headed Deformed Reinforcement Embedded in Fibrous Concrete

Section: Article

Issue

Vol. 18 No. 1 (2010): Volume 18 Issue 1

Published

Feb 28, 2010

Pages

1-12

Abstract

This research contains a study of the effect of connecting square steel pieces (10mm) thick with dimensions (2020,2525,3030mm) by welding with the ends of reinforced steel bars with diameters (10,12,16mm) embedded in fibrous concrete with a percentage volume of steel fibers (0.0,0.4,0.8,1.2%) over the development length required to reach steel reinforcement to yield strength ( )in case of straight reinforcement steel bars with the same diameters without steel headed.Keywords: fibrous concrete; anchors; headed reinforcement

Authors

Samir Sami Majeed

Prof. Dr. Saad Ali AlTaan

Identifiers

https://doi.org/10.33899/rengj.2010.27963

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How to Cite

[1]

S. Sami Majeed and P. Dr. Saad Ali AlTaan, “Pullout Strength of Headed Deformed Reinforcement Embedded in Fibrous Concrete”, AREJ, vol. 18, no. 1, pp. 1–12, Feb. 2010.