Durable fiber reinforced self-compacting concrete
By Valeria Corinaldesi, G. Moriconi. 2004
189 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/56843d321300d5e68de6760a3f6bbc90227a282b
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
- F. Hernández-Olivares
- Rafat Siddique
- Osman Gencel
- S. Amziane
- Witold Brostow
- M. Chemrouk
- B. Boulekbache
- M. Hamrat
In Civil and Structural Engineering
- F. Hernández-Olivares
- Osman Gencel
- Witold Brostow
- Cengiz Özel
- Rafat Siddique
- S. Amziane
- M. Chemrouk
- B. Boulekbache
Citations in the corpus
- A study of the durability properties of waste tire rubber applied to self-compacting concrete (2013, background): “The coarse grading of rubber crumbs lowers the compressive strength in comparison with finer grades [25].”
- Properties of self-compacting concrete containing class F fly ash (2011, methodology): “Corinaldesi and Moriconi [12] measured the carbonation depth by the phenolphthalein test (RILEM CPC—18) on cubic concrete specimens, exposed to air at a temperature of 20 C after demoulding for 1 day.”
- Influence of yield stress and compressive strength on direct shear behaviour of steel fibre-reinforced concrete (2012, unknown): “particles, may improve interface zone properties [29].”
- Cracking Control of Concretes Modified with Short AR-glass Fibers at Early Age. Experimental Results on Standard Concrete and SCC (2007, background): “As far as the authors' knowledge reaches, though some experiences on fiber reinforced SCC have been published [11,29], no studies on cracking control ability of low volumetric fractions of AR-glass short fibers in SCC at early age have been previously described.”
- Mechanical properties of self-compacting concrete reinforced with polypropylene fibres (2011, background): “Self-compacting concrete (SCC) was first developed in Japan in 1986.(8) The SCC can flow through and fill the gaps of reinforcement and corners of moulds without any need for vibration and compaction during the placing process.”
- Flowability of fibre-reinforced concrete and its effect on the mechanical properties of the material (2010, background): “The compactness of the SCC matrix, due to the greater amount of fine and extra-fine particles, may improve interface zone properties [31] and consequently also the fibre–matrix bond, leading to an enhanced post-cracking toughness and energy absorption capacity.”