Mechanical properties of high-strength steel fiber-reinforced concrete
By P. Song, S. Hwang. 2004
955 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/8405bdca7f90f432334989faba688e0eeef6e3f9
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
- Luigi Biolzi
- Togay Ozbakkaloglu
- Vahid Afroughsabet
- Ananth Ramaswamy
- Job Thomas
- J. Lim
- T. Xie
- T. Vincent
In Civil and Structural Engineering
- Luigi Biolzi
- Togay Ozbakkaloglu
- Vahid Afroughsabet
- Ananth Ramaswamy
- Job Thomas
- Theodore E. Matikas
- J. Lim
- Dimitrios G. Aggelis
Citations in the corpus
- Mechanical Properties of Steel Fiber-Reinforced Concrete (2007, background): “The cube compressive strength and the cylinder compressive strength predicted using the earlier models Agrawal et al. 1996; Padmarajaiah 1999; Song and Hwang 2004 was also found to be in good agreement with the test data of the present study 100 4 / 4 + 6 a C RI 100 6 / 4 + 6 a 0 0.0 0 32 0.3 68 32…”
- Effects of Fibre Geometry and Volume Fraction on the Flexural Behaviour of Steel‐Fibre Reinforced Concrete (2011, background): “Experimental investigations have shown that the increase of the volume fraction of steel fibres contributed to the enhancement of the flexural toughness [16–18].”
- High-performance fiber-reinforced concrete: a review (2016, background): “According to the results of Song and Hwang [16], an increase in the steel fiber volume fraction up to 2 % resulted in an increase in the splitting TS.”