The Influence of concrete composition on the behavior of steel fibre reinforced concrete (SFRC) C30/37

Quantitative study about the subsequent changes in the properties and mechanical behavior of SFRC C30/37 due to adjusting the concrete composition.

Master thesis (2018)

Authors

A. Khazoum Civil Engineering & Geosciences

Contributors

E. Schlangen (supervisor 1)
M. Lukovic (supervisor 2)
Oguzhan Copuroglu (supervisor 2)
Jeroen Meijdam (coach)
Faculty
Civil Engineering & Geosciences
Copyright: © 2018 Anjlina Khazoum
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Published Date

16-08-2018

Language

English

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Faculty

Civil Engineering & Geosciences

Abstract

Steel fibre reinforced concrete (SFRC) is nowadays used as a construction material for pavement and industrial floors in The Netherlands. The common used SFRC mixture, is concrete strength class C30/37 mixed with circa 35 kg/m3 of steel fibre.
The details of the concrete composition mixed with steel fibres are ignored. The mechanical tests result of the experimental program accomplished in this thesis emphasized on the decisive role of the concrete composition and quality on the mechanical properties.