Bond-slip response of novel half-hooked steel fibers in ultra-high-performance concrete-Reference-Cited by-同舟云学术

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Bond-slip response of novel half-hooked steel fibers in ultra-high-performance concrete

Published:2019-11 Issue: Volume:224 Page:743-761
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Yoo Doo-Yeol,Choi Hong-Joon,Kim Soonho

Funder

Ministry of Land, Infrastructure and Transport

Publisher

Elsevier BV

Subject

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

Reference43 articles.

1. Ultra-High Performance Concrete;ACI Committee 239,2012

2. Flexural behavior of an ultrahigh-performance concrete I-girder;Graybeal;J. Bridge Eng.,2008

3. Ultra High Performance Fibre-Reinforced Concretes. Interim Recommendations;AFGC,2013

4. Recommendations for Design and Construction of Ultra-High Strength fiber Reinforced Concrete Structures (Draft);JSCE,2004

5. Design Recommendations for Ultra-High Performance Concrete K-UHPC. KCI-M-12-003;KCI,2012

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1. Influence of hybrid reinforcement effects of fiber types on the mechanical properties of ultra-high-performance concrete;Construction and Building Materials;2024-05

2. Tensile behavior of high-performance hybrid steel-basalt fibers reinforced cementitious composites after high-temperature exposure;Construction and Building Materials;2024-05

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

5. Recent development of innovative steel fibers for ultra-high-performance concrete (UHPC): A critical review;Cement and Concrete Composites;2024-01

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