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I. Y. T. Ng, H. H. C. Wong and A. K. H. Kwan, “Passing Ability and Segregation Stability of Self-Consolidating Concrete with Different Aggregate Proportions,” Magazine of Concrete Research, Vol. 58, No. 7, 2006, pp. 447- 457. doi:10.1680/macr.2006.58.7.447

has been cited by the following article:

• TITLE: Mathematical Modelling in Placing of Fresh Concrete

  AUTHORS: Ahmet Bilgil

  KEYWORDS: Fresh Concrete, Flow Concrete, Aggregate Segregation, Mathematical Modelling, Particle Size Distribution

  JOURNAL NAME: Engineering, Vol.3 No.3, March 7, 2011

  ABSTRACT: The main problem in working with fresh concrete is the aggregate segregation during filling of formwork. The segregation is strongly related to W/C (Water/Cement) ratio. The fresh concrete is usually considered as a Non-Newtonian fluid since it is a mixture of aggregate, cement and water. The flow behavior of the fresh concrete to W/C ratio plays a crucial role in the quality of the high performance concretes by affecting the flow behavior of the fresh concrete. The aggregates in the fresh concrete usually cause segregation in the final product depending on the flow condition. In this study, the mechanism of segregation in such systems was theoretically investigated. The mould filling of fresh concrete was numerically investigated and aggregates were considered as Lagrangian particles and segregation was identified from trajectories of such particles. It was found that the aggregates were trapped at the dead zones leading to segregation in the system. The particle size and geometry of the mould was found to have significantly affect the segregation in the system.