Computational modelling of SCC flow

Mette Rica Geiker (Invited author), Lars Nyholm Thrane (Invited author), Peter Szabo (Invited author)

Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

Abstract

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.
Original languageEnglish
Title of host publicationSCC 2005 : The Second North American Conference on the Design and Use of Self-Consolidating Concrete (SCC) and the Fourth International RILEM Symposium on Self-Compacting Concrete
Volume2
Place of PublicationChicago
PublisherHanley Wood, LLC
Publication date2005
Edition1
Pages1259-1264
ISBN (Print)0-924659-64-5
Publication statusPublished - 2005
EventSCC 2005 : October 30-November 2 - Chicago, Illinois
Duration: 1 Jan 2005 → …

Conference

ConferenceSCC 2005 : October 30-November 2
CityChicago, Illinois
Period01/01/2005 → …

Cite this

Geiker, M. R., Thrane, L. N., & Szabo, P. (2005). Computational modelling of SCC flow. In SCC 2005: The Second North American Conference on the Design and Use of Self-Consolidating Concrete (SCC) and the Fourth International RILEM Symposium on Self-Compacting Concrete (1 ed., Vol. 2, pp. 1259-1264). Hanley Wood, LLC.