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The investigation on strength and flexural toughness of fibre cocktail reinforced self-compacting high performance concrete
AbstractBased on the experimental results of the workability, the suitable fibre types (steel fibres, PP-fibres and fibre cocktail) and fibre dosages for fibre-reinforced-self-compacting-high-performance-concrete (FRSCHPC) were selected. To assess the influences of different fibres on the compressive strength, flexural toughness and failure patterns of beams and slabs, a series of experiments has been carried out and evaluated. The results show that the fibre cocktail – a combination of steel fibres and PP-fibres – can represent an optimal fibre reinforcement for self-compacting-high-performance-concrete.
The investigation on strength and flexural toughness of fibre cocktail reinforced self-compacting high performance concrete
AbstractBased on the experimental results of the workability, the suitable fibre types (steel fibres, PP-fibres and fibre cocktail) and fibre dosages for fibre-reinforced-self-compacting-high-performance-concrete (FRSCHPC) were selected. To assess the influences of different fibres on the compressive strength, flexural toughness and failure patterns of beams and slabs, a series of experiments has been carried out and evaluated. The results show that the fibre cocktail – a combination of steel fibres and PP-fibres – can represent an optimal fibre reinforcement for self-compacting-high-performance-concrete.
The investigation on strength and flexural toughness of fibre cocktail reinforced self-compacting high performance concrete
Ding, Y. (Autor:in) / Zhang, Y. (Autor:in) / Thomas, A. (Autor:in)
Construction and Building Materials ; 23 ; 448-452
07.11.2007
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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