Performance-based design of self-compacting fibre reinforced concrete

By S. Grünewald. 2004

288 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/b1e46077ee13f33ca30914c35813ed8d3165b499

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Citations in the corpus

• Inductive method for assessing the amount and orientation of steel fibers in concrete (2012, methodology): “These results coincide with the studies carried out which point out that the pouring or flow of concrete cause a preferential orientation of the fibers (Grünewald, 2004; Stälhi et al., 2008; Lapa, 2007).”
• Energy absorption capacity of a sustainable Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) in quasi-static mode and under high velocity projectile impact (2016, background): “In most cases, the short fibres can bridge the micro-cracks while the long fibres are more efficient in preventing the development of macro-cracks, which causes that the stress in the hybrid fibres reinforced concrete can be well distributed and its mechanical properties can be improved [35].”
• Mix design and properties assessment of Ultra-High-Performance Fibre Reinforced Concrete (UHPFRC) (2014, background): “As commonly known, the effect of steel fibres on the workability of concrete is mainly due to three following reasons [32]: 1) The shape of the fibres is much more elongated compared with aggregates and”
• Static properties and impact resistance of a green Ultra-High Performance Hybrid Fibre Reinforced Concrete (UHPHFRC): Experiments and modeling (2014, background): “As commonly known, the negative effect of steel fibres on the workability of concrete is mainly due to three reasons [53]: (1) The shape of the fibres is much more elongated compared with aggregates and the surface area at the same volume is higher, which can increase the cohesive forces between the”
• High-performance fiber-reinforced concrete: a review (2016, methodology): “87(5):433–439 [121] Grünewald S (2004) Performance-based design of selfcompacting fibre reinforced concrete.”
• A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA) (2014, unknown): “Additionally, according to the literature [2,9,15,16,32,33], the content of steel fibre in fibre”