Influence of embedment length on the pullout behavior of steel fibers from ultra-high-performance concrete-Reference-Cited by-同舟云学术

Influence of embedment length on the pullout behavior of steel fibers from ultra-high-performance concrete

Published:2020-10 Issue: Volume:276 Page:128233
ISSN:0167-577X
Container-title:Materials Letters
language:en
Short-container-title:Materials Letters

Author:

Yoo Doo-Yeol,Je Junho,Choi Hong-Joon,Sukontasukkul Piti

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference15 articles.

1. AFGC, Ultra, high performance fibre-reinforced concretes. Interim Recommendations, Association Francaise de Genie Civil (AFGC) publication 2013 Bagneux, France.

2. KCI-M-12-003, Design recommendations for ultra-high performance concrete K-UHPC. Korea Concrete Institute (KCI), Seoul, 2012.

3. B.A. Graybeal, Material property characterization of ultra-high performance concrete (No. FHWA-HRT-06-103), Federal Highway Administration (FHWA), United States, 2013.

4. Composition of reactive powder concretes;Richard;Cem. Concr. Res.,1995

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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