Influence of Dispersed Reinforcement on the Physico-Mechanical Properties of the SFRC

Abstract:

The article deals with steel fiber reinforced concrete (SFRC), specifically with its physical mechanical parameters which influence both design and reliable behavior of the building material in structures. The resulting physical mechanical properties of the SFRC depend on the properties of the individual components and also on their quantity. In the building practice, a common dosing of steel fibers that are added into fresh concrete mixture is ranging between 0.5% and 2%. The paper also describes the methodology of certain laboratory tests suitable for SFRC and the ways of data evaluation. The experiments proved a substantial influence of the quantity of steel fibers in the individual mixtures to the resulting mechanical properties.

• Periodical: Key Engineering Materials (Volume 755)
• Pages: 75-81
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.755.75
• Online since: September 2017
• Authors: Tereza Komárková*, Jaromír Láník, Petr Dvořák
• Keywords: Residual Tensile Strength of Fiber Concrete, Steel Fiber Reinforced Concrete, Working Diagram

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