Abstract
The paper presents methods of fastening using expansion fasteners and concrete screws anchored in conventional concrete and in fibre reinforced concrete. It addresses ways to determine the strength of such joints based on the EOTA (European Organisation for Technical Assessment) Guidelines and US Recommendations. Results from laboratory tests of strength of joints under tensile loads have been presented. It has been demonstrated that fastenings in fibre reinforce concrete achieve better strength parameters than those installed in conventional concrete bases.
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