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Why is fresh self-compacting concrete shear thickening? / Dimitri Feys in Cement and concrete research, Vol. 39 N° 6 (Juin 2009) 

Public ISBD [article]  in Cement and concrete research > Vol. 39 N° 6 (Juin 2009) . - pp. 510–523 Titre : Why is fresh self-compacting concrete shear thickening? Type de document : texte imprimé Auteurs : Dimitri Feys, Auteur ; Ronny Verhoeven, Auteur ; Geert De Schutter, Auteur Année de publication : 2009 Article en page(s) : pp. 510–523 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Fresh  self-compacting  concrete;  Rheology;  Shear  thickening;  Cluster Résumé : The rheological properties of fresh concrete are mostly described by means of the Bingham model. For self-compacting concrete, the Bingham model is applicable in a lot of cases, but some authors report that the rheological behaviour is non-linear. The apparent viscosity increases with increasing shear rate and the SCC shows shear thickening behaviour. Shear thickening becomes important in operations occurring at high shear rates, like mixing and pumping. In these cases, shear thickening should not be forgotten in order to avoid breaking of the mixer, pump or pipes. This paper will describe two possible theories for shear thickening behaviour of SCC, based on results published in the rheology literature. The first theory consists of the formation of so-called (hydro-)clusters, which are temporary assemblies of small particles. These clusters start being formed from a certain shear stress on: the critical shear stress. They cause the viscosity to increase with increasing shear rate. A second theory is based on grain inertia, where a part of the shearing force is transmitted through direct momentum transfer between solid particles. Results on cement pastes prove that the grain inertia theory is not the main cause of shear thickening in self-compacting concrete. The influence of several parameters on the shear thickening behaviour of SCC can be well explained by means of the cluster theory. ISSN : 0008-8846 En ligne : http://www.sciencedirect.com/science/article/pii/S0008884609000544 [article] Why is fresh self-compacting concrete shear thickening? [texte imprimé] / Dimitri Feys, Auteur ; Ronny Verhoeven, Auteur ; Geert De Schutter, Auteur . - 2009 . - pp. 510–523. Génie Civil Langues : Anglais (eng) in Cement and concrete research > Vol. 39 N° 6 (Juin 2009) . - pp. 510–523 Mots-clés : Fresh  self-compacting  concrete;  Rheology;  Shear  thickening;  Cluster Résumé : The rheological properties of fresh concrete are mostly described by means of the Bingham model. For self-compacting concrete, the Bingham model is applicable in a lot of cases, but some authors report that the rheological behaviour is non-linear. The apparent viscosity increases with increasing shear rate and the SCC shows shear thickening behaviour. Shear thickening becomes important in operations occurring at high shear rates, like mixing and pumping. In these cases, shear thickening should not be forgotten in order to avoid breaking of the mixer, pump or pipes. This paper will describe two possible theories for shear thickening behaviour of SCC, based on results published in the rheology literature. The first theory consists of the formation of so-called (hydro-)clusters, which are temporary assemblies of small particles. These clusters start being formed from a certain shear stress on: the critical shear stress. They cause the viscosity to increase with increasing shear rate. A second theory is based on grain inertia, where a part of the shearing force is transmitted through direct momentum transfer between solid particles. Results on cement pastes prove that the grain inertia theory is not the main cause of shear thickening in self-compacting concrete. The influence of several parameters on the shear thickening behaviour of SCC can be well explained by means of the cluster theory. ISSN : 0008-8846 En ligne : http://www.sciencedirect.com/science/article/pii/S0008884609000544