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.
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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
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3. Pullout behavior of single arc-shaped steel fiber from brittle SIFCON matrix with various embedment lengths and inclination angles;Construction and Building Materials;2024-03
4. A comparative study on the pullout behavior of hooked-end straight and arc-shaped steel fibers from brittle SIFCON matrices under the influence of adjacent fibers;Construction and Building Materials;2024-03
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