Effect of loading rates on pullout behavior of high strength steel fibers embedded in ultra-high performance concrete-Reference-Cited by-同舟云学术

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Effect of loading rates on pullout behavior of high strength steel fibers embedded in ultra-high performance concrete

Published:2016-07 Issue: Volume:70 Page:98-109
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Xu Man,Hallinan Bryan,Wille Kay

Funder

University of Michigan

University of Connecticut

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference22 articles.

1. Bond-slip mechanisms of steel fibers in concrete;Naaman;ACI Mater. J.,1991

2. A study of some factors affecting the fiber-matrix bond in steel fiber reinforced concrete;Banthia;Can. J. Civ. Eng.,1990

3. Development of High Performance Fiber Reinforced Cement Composites Using Twisted Polygonal Steel Fibers;Sujiravorakul,2001

4. Pull-out behavior of hooked steel fibers;Robins;Mater. Struct.,2002

5. Loading rate effect on pullout behavior deformed steel fibers;Kim;ACI Mater. J.,2008

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