Effect of Wollastonite Microfiber on Ultra-High-Performance Fiber-Reinforced Cement-Based Composites Based on Application of Multi-Scale Fiber-Reinforcement System-Reference-Cited by-同舟云学术

Effect of Wollastonite Microfiber on Ultra-High-Performance Fiber-Reinforced Cement-Based Composites Based on Application of Multi-Scale Fiber-Reinforcement System

Published:2015-07-04 Issue:7 Volume:13 Page:332-344
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Kwon Sukmin¹,Nishiwaki Tomoya¹,Choi Heesup²,Mihashi Hirozo³

Affiliation:

1. Department of Architecture and Building Science, Tohoku University, Graduate School of Engineering, Sendai, Japan.

2. Department of Civil Engineering, Kitami Institute of Technology, Kitami, Japan.

3. Tohoku University, Sendai, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/13/7/13_332/_pdf

Reference24 articles.

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2. 2) Boulay, C., Rossi, P. and Tailhan, J-L., (2004). “Uniaxial tensile test on a new cement composite having a hardening behavior.” In: M. Di Prisco, R. Felicetti and G.A. Plizzaried, Eds. 6th International RILEM symposium on fibre-reinforced concretes (BEFIB' 2004), RILEM, Varenna, Italy, 61-68.

3. 3) Chanvillard, G. and Rigaud, S., (2003). “Complete characterisation of tensile properties of Ductal® UHPFRC according to the French recommendations.” In: A. E. Naaman and H. W. Reinhardt, Eds. International workshop on high performance fiber reinforced cement composites, RILEM Publications SARL, 21 - 34.

4. 4) JCI, (2003). “Method of test for load-displacement curve of fiber reinforced concrete by use of notched beam.” Tokyo: Japan Concrete Institute..

5. 5) JSCE, (2008). “Recommendations for design and construction of HPFRCC with multiple fine cracks.” Japan Society of Civil Engineers, Tokyo.

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