Investigating direct tensile behavior of high performance fiber reinforced cementitious composites at high strain rates-Reference-Cited by-同舟云学术

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Investigating direct tensile behavior of high performance fiber reinforced cementitious composites at high strain rates

Published:2013-08 Issue: Volume:50 Page:62-73
ISSN:0008-8846
Container-title:Cement and Concrete Research
language:en
Short-container-title:Cement and Concrete Research

Author:

Tran Tuan Kiet,Kim Dong Joo

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference18 articles.

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

2. Tensile strain-hardening FRC composites: historical evolution since the 1960;Naaman;Adv. Constr. Mater.,2007

3. Loading rate effect on pullout behavior of deformed steel fibers;Kim;ACI Mater. J.,2008

4. Impact response of ultra-high-strength fiber-reinforced cement composite;Bindiganavile;ACI Mater. J.,2002

5. Rate dependence in engineered cementitious composites;Yang,2005

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2. Loading rate effects on multifiber pullout resistance of smooth steel fibers in ultra-high-performance concrete;Case Studies in Construction Materials;2024-12

3. Effects of combined nanoparticles on dynamic strength of ultra-high-performance fiber-reinforced concrete;Journal of Building Engineering;2024-11

4. Review of factors affecting bond between ultra high performance concrete and steel fibers;Magazine of Concrete Research;2024-08-23

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