Compressive Behavior of Ultra-High-Performance Fiber-Reinforced Concrete

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Flexural behavior of reinforced concrete beams repaired with ultra-high performance fiber reinforced concrete (UHPFRC) (2016, background): “In general, UHPFRC can be described as a composite material comprised of relatively large proportion of steel fibers, low water-binder ratio and high micro silica content, thus, making the composite with superior characteristics such as self-compacting, very high strength, high modulus of elasticity”
Strengthening of reinforced concrete beams using ultra high performance fibre reinforced concrete (UHPFRC) (2016, unknown): “The use of this model with Young’s modulus and ultimate compressive strength derived from the experimental tests, leads to an almost linear ascending branch which is in agreement with the experimental results presented by Hassan et al. [19] and Graybeal [35] and with proposed design recommendations ”
Mechanical, durability and microstructural characteristics of ultra-high-strength self-compacting concrete incorporating steel fibers (2009, background): “By the addition of fibers the load-displacement behavior and consequently the ductility and fracture toughness can be improved [3–5].”