Comparative pullout behavior of half-hooked and commercial steel fibers embedded in UHPC under static and impact loads-Reference-Cited by-同舟云学术

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Comparative pullout behavior of half-hooked and commercial steel fibers embedded in UHPC under static and impact loads

Published:2019-03 Issue: Volume:97 Page:89-106
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Yoo Doo-Yeol,Kim Soonho^ORCID

Funder

National Research Foundation of Korea

Korea government (MSIT)

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference38 articles.

1. Proposed classification of HPFRC composites based on their tensile response;Naaman;Mater. Struct.,2006

2. Ultra High Performance Fibre-reinforced Concretes. Interim Recommendations;AFGC,2013

3. Ultra-high Performance Concrete;ACI Committee 239,2012

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

5. Recommendations for Design and Construction of Ultra-high Strength Fiber Reinforced Concrete Structures (Draft);JSCE,2004

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