Conference paper
Computational modelling of SCC flow
Department of Civil Engineering, Technical University of Denmark1
Section for Building Materials and Geotechnics, Department of Civil Engineering, Technical University of Denmark2
Department of Chemical and Biochemical Engineering, Technical University of Denmark3
The Danish Polymer Centre, Department of Chemical and Biochemical Engineering, Technical University of Denmark4
To benefit from the full potential of self-compacting concrete (SCC) prediction tools are needed for the form filling of SCC. Such tools should take into account the properties of the concrete, the shape and size of the structural element, the position of rebars, and the casting technique. Examples of computational models for the time dependent flow behavior are given, and advantages and disadvantages of discrete particle and single fluid models are briefly described.
| Language: | English |
|---|---|
| Publisher: | Hanley Wood, LLC |
| Year: | 2005 |
| Edition: | 1 |
| Pages: | 1259-1264 |
| Proceedings: | 2nd North American Conference on the Design and Use of Self-consolidating Concrete and the 4th International RILEM Symposium on Self-compacting Concrete |
| Journal subtitle: | Second North American Conference on the Design and Use of Self-consolidating Concrete (scc) and the Fourth International Rilem Symposium on Self-compacting Concrete |
| ISBN: | 0924659645 and 9780924659645 |
| Types: | Conference paper |
| ORCIDs: | Geiker, Mette Rica and Szabo, Peter |
