Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC)

By A. Hassan, Stephen W. Jones, G. H. Mahmud. 2012

464 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/787d715b6e4b82cc1c64a99ee6345e506e7271ef

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

1. R. Yu
2. P. Spiesz
3. H. Brouwers
4. T. Xie
5. Moncef L. Nehdi
6. M. Saleem
7. S. Abbas
8. Togay Ozbakkaloglu

In Civil and Structural Engineering

1. P. Spiesz
2. R. Yu
3. H. Brouwers
4. Moncef L. Nehdi
5. M. Saleem
6. S. Abbas
7. T. Xie
8. Togay Ozbakkaloglu

Citations in the corpus

• Numerical simulation of ultra high performance fibre reinforced concrete panel subjected to blast loading (2014, background): “Results demonstrate that variation of fibre volume in UHPFRC could affect its tensile behaviour significantly, while the effect is minor in compressive behaviour [24,25].”
• Development of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC): Towards an efficient utilization of binders and fibres (2015, methodology): “economic and environmental disadvantages of UHPFRC are mainly limited to the inclusion of industrial by-products or sometimes waste materials, without sacrificing the superior mechanical properties of UHPFRC [4–6,16–18].”
• Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression (2015, background): “, [39–60]).”
• Development of an eco-friendly Ultra-High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses (2015, background): “By far, the measures pursued to reduce the economic and environmental disadvantages of UHPC are limited in most cases to the application of industrial by-products or waste materials without sacrificing the UHPC performance [7,8,12–15].”
• A study of multiple effects of nano-silica and hybrid fibres on the properties of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) incorporating waste bottom ash (WBA) (2014, unknown): “Additionally, according to the literature [2,9,15,16,32,33], the content of steel fibre in fibre”