Fibre Reinforced Concrete Class Control via Fib Model Code 2010 Approach

Vladimir E. Rusanov

doi:10.4028/www.scientific.net/AMR.1119.672

Paper Titles

Porosity and Microstructure Phase of Self Compacting Concrete Using Sea Water as Mixing Water and Curing
p.647

Quasi-Static Lateral Crushing of Non-Woven Kenaf Fibre Reinforced Composite Hexagonal Tubes
p.652

Performance Evaluation of Lightweight Oilwell Cements
p.657

Characterization of Groundnut Husk Ash (GHA) Admixed with Rice Husk Ash (RHA) in Cement Paste and Concrete
p.662

Fibre Reinforced Concrete Class Control via Fib Model Code 2010 Approach
p.672

Mechanical Performance of a Plate Made by RC and Repaired through SFRC Material
p.677

Numerical Study on Uniaxial Compression Failure of Brittle Material with a Single Flaw
p.683

Influence of Inner Steel Tube Diameter on Compressive Behavior of Square FRP-HSC-Steel Double-Skin Tubular Columns
p.688

Lattice Boltzmann Modeling of the Effective Thermal Conductivity for Complex Structured Multiphase Building Materials
p.694

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1119Fibre Reinforced Concrete Class Control via Fib...

Fibre Reinforced Concrete Class Control via Fib Model Code 2010 Approach

Abstract:

Fibre reinforced concrete (FRC) has wide spectrum of advantages in tunnelling. Post-cracking behaviour of FRC wasn’t taken into account by Russian engineers while structural design led to underestimation of material abilities. New approach is based on fib Model Code 2010, which provides residual tensile strength Class of FRC. Research Center “FRC” (http://rcfrc.com/) carried out tests with specimens of different types of FRC, which supported by Russian Foundation for Basic Research. Research involved different specimens – plain concrete and FRC with macro-synthetic fibre of different dosage and types. The results showed the efficiency of each type of fibre. The Class of FRC was defined for each specimen series according to results.

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Periodical:

Advanced Materials Research (Volume 1119)

Pages:

672-676

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1119.672

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Online since:

July 2015

Authors:

Vladimir E. Rusanov*

Keywords:

Concrete, Fibre, Fibre Reinforced Concrete, FRC, Laboratory Testing, Standardization, Structural Design, Traffic Structures, Tunnels, Underground Structures

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References

[1] V.E. Rusanov: Efficiency of fibre reinforced shotcrete in bridges and tunnels application. / Vestnik SibADI. ISSN 2071-7296.

Google Scholar

[2] J. Walraven (editor): fib Model Code for Concrete Structures 2010, September 2013. ISBN: 978-3-433-03061-5.

Google Scholar

[3] GOST 10180-90. Concretes. Methods for strength determination using reference specimens.

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[4] EN 14651. Test method for metallic fibered concrete - Measuring the flexural tensile strength (limit of proportionality (LOP), residual).

DOI: 10.3403/30092475

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[5] GOST 18105-2010. Concretes. Rules for control and assessment of strength.

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[6] GOST R 50779. 21-2004. Statistical methods. Determination rules and methods for calculation of statistical characteristics based on sample data. Part 1. Normal distribution.

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