ABSTRACT
INFLUENCE OF MATERIAL STRUCTURE OF SFRC ON TOUGHNESS INDEX
LESLAW HEBDA, LECH RUDZINSKI Technical University of Kielce, Poland
ANDRZEJ BURAKIEWICZ IFTR, Polish Academy of Sciences, Warsaw
ABSTRACT
The paper presents results of the calculation of the ASTM C1018 toughness index of fibre reinforced concrete materials with two types of matrix /limestone and basalt aggregates/, two kinds of fibre /plain round fibres and Harex fibres/ and three fibre volume contents /0.7%, 1*3%, 1.45%/• The results are taken from three different tests which were carried out with one year pause between each of them. The values of tough ness indices 1^ are compared with the values of dynamic and static Young’s modulus, compressive strength, flexural strength, type of matrix, kind of fibre and fibre content.
