Effect of steel fibres on mechanical properties of high-strength concrete
By K. Holschemacher, T. Mueller, Y. Ribakov. 2010
338 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/5c354488b88b89f1e3722d09ca987c1f78b7fe30
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- 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].”
- An experimental and numerical study of reinforced ultra-high performance concrete slabs under blast loads (2015, positive): “It is worth noting that for UHPC, a normal steel fibre volume fraction ratio is between 2% and 6%, and this value is higher than high strength concrete discussed in previous study [18].”
- Application of response surface methodology: Predicting and optimizing the properties of concrete containing steel fibre extracted from waste tires with limestone powder as filler (2019, background): “[9] also identified aspect ratio and volumetric fraction of steel fibres as factors which significantly enhance the mechanical properties of concrete.”