Modeling of High-Strength FRC Structural Elements with Spatially Non-Uniform Fiber Volume Fraction-Reference-Cited by-同舟云学术

Modeling of High-Strength FRC Structural Elements with Spatially Non-Uniform Fiber Volume Fraction

Published:2015-06-30 Issue:6 Volume:13 Page:311-324
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Kabele Petr¹,Sajdlová Tereza¹,Rydval Milan²,Kolísko Jiří²

Affiliation:

1. Faculty of Civil Engineering, Czech Technical University in Prague, Prague, Czech Republic.

2. Klokner Institute, Czech Technical University in Prague, Prague, Czech Republic.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/13/6/13_311/_pdf

Reference38 articles.

1. 1) AFGC/SETRA, working group on UFPFRC (2013). “Ultra High Performance Fibre-Reinforced Concretes - Recommendations.” France: Association Française de Génie Civil.

2. 2) Anonymous, (2014). “gnuplot homepage.” Available from: <http://www.gnuplot.info/> [Accessed 14 Dec 2014].

3. 3) Balber, J., Adair, B., and Antoniou, A., (2014). “Ncorr: open-source 2D digital image correlation Matlab software.” (under review).

4. 4) Barnett, S. J., Lataste, J.-F., Parry, T., Millard, S. G. and Soutsos, M. N., (2010). “Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength.” Materials and Structures, 43(7), 1009-1023.

5. 5) Benson, S. D. P. and Karihaloo, B. L., (2005). “CARDIFRC® - Development and mechanical properties. Part I: Development and workability.” Magazine of Concrete Research, 57(6), 347-352.

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