On flow properties, fibre distribution, fibre orientation and flexural behaviour of FRC

By P. Stähli, Rocco Custer, J. Mier. 2008

282 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/1510a30b5811575c7efa9d0652887419bfb42d34

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Fibre reinforced concrete: new design perspectives (2009, methodology): “these should be thinner specimens, notched or unnotched, able to better represent the effective structural behaviour by simulating the real casting conditions [29, 30 ].”
High-performance fiber-reinforced concrete: a review (2016, background): “Efficiency of fibers in enhancing mechanical properties is significantly influenced by their orientation with respect to the cracks formed in concrete [103, 104].”
Influence of yield stress and compressive strength on direct shear behaviour of steel fibre-reinforced concrete (2012, background): “The contribution of the fibres to the ductility depends on their distribution within the concrete element and especially their orientation [19–22].”
RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers (2014, background): “[11] showed that the alignment of the fibers increases with the increase of the flowability of the mixtures regardless of fiber’s aspect ratio.”
Flowability of fibre-reinforced concrete and its effect on the mechanical properties of the material (2010, background): “A good distribution is required to achieve optimum benefits from the fibres [16–18].”
High mechanical performance of fibre reinforced cementitious composites: the role of “casting-flow induced” fibre orientation (2011, background): “The achievement of the latter rather than the former, which may even be suitable for several applications, strongly depends on the amount of fibres, on their dispersion [3–5] as well as on their alignment with respect to the direction of the applied tensile stress [6–8].”
Inductive method for assessing the amount and orientation of steel fibers in concrete (2012, background): “, 2008) and the direction of the concreting on the orientation of the fibers (Torrijos et al., 2008; Stälhi et al., 2008; Dozio, 2008).”