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Rheological Properties of Self-Compacting Concrete with 3- Dimensional Fibres
2020
Proceedings of the 5th World Congress on Civil, Structural, and Environmental Engineering
unpublished
Preserved Fulltext
This study investigates the effect of 3-dimensional (3D) fibres on the rheological properties of self-compacting concrete (SCC) using three different fibre volume fractions (1%, 2% and 3%). Two different sizes of 3D fibres with perimeters of 115 mm and 220 mm were considered. Rheological properties were determined through slump flow, J-ring, V-funnel and sieve segregation tests. The test results reveal that the addition of 3D fibres decreases the workability of the SCC. 3D fibres with a
doi:10.11159/icsect20.123
fatcat:w7u7agfo6bdxnkj4peewvn6upi