Stress-Strain Behavior of Steel Fiber-Reinforced Concrete in Compression

By F. Bencardino, L. Rizzuti, G. Spadea, R. N. Swamy. 2008

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Experiences in Barcelona with the use of fibres in segmental linings (2012, methodology): “The addition of steel fibres modifies the behaviour of SFRC depending on the volume of fibers used (Bencardino et al., 2008).”
High-performance fiber-reinforced concrete: a review (2016, background): “Furthermore, it has been shown that the addition of fiber into concrete led to an increase in the compressive strain at the peak stress of concrete [146, 179].”
Effects of recycled PET fibres on the mechanical properties and seawater curing of Portland cement-based concretes (2014, background): “The addition of a suitable amount of reinforcing fibres to the mix design can effectively contrast such phenomena, leading to significant increases in the material toughness and durability [11–13].”
Mechanical, durability and microstructural characteristics of ultra-high-strength self-compacting concrete incorporating steel fibers (2009, unknown): “UHSC fails explosively without any omen [2].”
Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “These studies have found that the presence of internal steel fibers, which forms bridges across the cracks, is effective in delaying and arresting crack propagations, thereby resulting in improvements in the strength and ductility of concrete [41,43,47–53,55–57,59].”