High-Performance Hybrid-Fibre Concrete: Development and Utilisation

By I. Marković. 2006

202 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/fc854cef4f0a6b3e852fc940deee530fb5e6c812

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Citations in the corpus

• Inductive method for assessing the amount and orientation of steel fibers in concrete (2012, background): “Several researchers have highlighted the remarkable influence of casting of the elements (Toujanji and Bayasi, 1998; Markovic, 2006; Torrijos et al., 2008) and the direction of the concreting on the orientation of the fibers (Torrijos et al.”
• Strain rate dependent properties of ultra high performance fiber reinforced concrete (UHP-FRC) under tension (2015, background): “Infiltrated Fiber Concrete (SIFCON)[2], Multi-Scale Cement Composite (MSCC)[3], Hybrid Fiber Concretes (HFC)[4], High Performance Fiber Reinforced Cement Composites (HPFRCC)[5], Engineered Cementitious Composite (ECC)[6] and Ultra High Performance Fiber Reinforced Concrete (UHP-FRC)[7].”
• Static properties and impact resistance of a green Ultra-High Performance Hybrid Fibre Reinforced Concrete (UHPHFRC): Experiments and modeling (2014, unknown): “Short fibres will then become less and less active, because they are being more and more pulled out, as the crack width increases [42]; (2) long fibres are always well oriented between the two imaginary borders, if casting of concrete in layers is applied (these borders may also be the walls of the ”
• 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): “As mentioned before, 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 [36].”
• RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers (2014, background): “In fact, both problems of non-uniform dispersion and poor alignment of the fibers were covered by high stability and flowability of these mixtures [12].”
• Ductility of 3D printed concrete reinforced with short straight steel fibers (2018, methodology): “…reinforced concrete (FRC) has been reported to depend on fiber properties (geometry, material, aspect ratio), matrix (cementitious material, filler and aggregates, water/cement ratio), as well as the matrix-fiber combination (fiber distribution, fiber orientation) (Markovic 2006; Naaman 2003).”