Bond-slip response of end-hook and half-hooked steel fibers in moderately strong SIFCON matrix
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference47 articles.
1. Improvement on SIFCON performance by fiber orientation and high-volume mineral admixtures;Yazıcı;J. Mater. Civ. Eng.,2010
2. Pullout behavior of high-strength steel fibers embedded in ultra-high-performance concrete;Wille;ACI Mater. J.,2012
3. How do fiber shape and matrix composition affect fiber pullout behavior and flexural properties of UHPC?;Wu;Cem. Concr. Compos.,2018
4. Effect of loading rates on pullout behavior of high strength steel fibers embedded in ultra-high performance concrete;Xu;Cem. Concr. Compos.,2016
5. Comparative pullout behavior of half-hooked and commercial steel fibers embedded in UHPC under static and impact loads;Yoo;Cem. Concr. Compos.,2019
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