Assessment of fibre orientation in ultra high performance fibre reinforced concrete and its effect on flexural strength

By S. Barnett, J. Lataste, T. Parry, S. Millard, M. Soutsos. 2010

341 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering, Pollution

View Paper: https://www.semanticscholar.org/paper/4f082c045478f2f4c8349f55fbb9d57fe1188383

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Luigi Biolzi
2. Togay Ozbakkaloglu
3. Vahid Afroughsabet
4. S. Barnett
5. J. Lim
6. T. Xie
7. T. Vincent
8. B. A. L. Fanggi

In Mechanical Engineering

1. Vahid Afroughsabet
2. Togay Ozbakkaloglu

In Pollution

1. Luigi Biolzi
2. Togay Ozbakkaloglu
3. Vahid Afroughsabet

Citations in the corpus

• An experimental and numerical study of reinforced ultra-high performance concrete slabs under blast loads (2015, neutral): “UHPC has high compressive strength of up to 200 MPa and tensile strength of about 20–40 MPa, as well as the fracture energy of about 20,000–40,000 J/m, which is several orders of magnitude higher than that of normal concrete materials [3].”
• Numerical simulation of ultra high performance fibre reinforced concrete panel subjected to blast loading (2014, background): “which is several orders of magnitude higher than that of normal concrete materials [10].”
• High-performance fiber-reinforced concrete: a review (2016, methodology): “[108] studied the effect of fiber orientation on the flexural strength of ultra-HPFRC by assessing the effect of flow direction to evaluate the influence of fiber orientation on the results.”