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CivilComp Proceedings
ISSN 17593433 CCP: 86
PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: B.H.V. Topping
Paper 218
Simulation of Fresh Concrete Flow with Level Set Method B. Patzák and Z. Bittnar
Department of Mechanics, Faculty of Civil Engineering, Czech Technical University, Prague, Czech Republic B. Patzák, Z. Bittnar, "Simulation of Fresh Concrete Flow with Level Set Method", in B.H.V. Topping, (Editor), "Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing", CivilComp Press, Stirlingshire, UK, Paper 218, 2007. doi:10.4203/ccp.86.218
Keywords: fresh concrete flow, nonNewtonian flow, interfacecapturing, twophase flows, level set method.
Summary
The modeling of flow of freshly mixed concrete is very important for
the construction industry because concrete is usually put into place
in its plastic form. In the construction field, subjective terms like
workability, flowability, and cohesion are used, sometimes
interchangeably, to describe the behavior and flow properties of fresh
concrete. These factors depend on flow (rheological) properties of
concrete, that have direct influence on the strength and durability of
concrete.
The modeling of fresh concrete flow can significantly
contribute to the durability and strength of a structure and it is necessary
for design optimization of casting procedure. This contribution
addresses the numerical aspects of fresh concrete flow modeling on
general, unstructured grids.
The fresh concrete is considered as a fluid. This assumption is valid, when a certain degree of flow can be achieved and when the concrete is homogeneous. This is usually satisfied, because concrete is put in place in its plastic form in majority of industrial applications. It is widely recognized, that concentrated suspensions, such as concrete, typically behave as nonNewtonian fluids. The constitutive equations that have a physical basis should include at least two parameters, one being the yield stress. The Bingham model is considered, with the yield stress and plastic viscosity as parameters. As the characteristic flow velocity will be very small compared to the speed of sound in the fresh concrete, the fluid will be treated as incompressible. In a case of incompressible flow, the mass and momentum conservation equations, together with the incompressibility condition and constitutive equation form a complete system. The numerical solution is based on finite element method and interfacecapturing method to track the position of a free surface. The solution algorithm is based on a stabilized FEM formulation to prevent potential numerical instabilities. The stabilization techniques include streamlineupwind PetrovGalerkin (SUPG) and pressurestabilizing PetrovGalerkin (PSPG) formulations. In this paper, the interfacetracking technique based on level set method, introduced by Osher and Sethian [1], is utilized. The idea is not to track the interface position directly, the interface is defined as a zero level set of a suitable higherdimensional function (called level set function). For, example, in two dimensions, the level set method represent given curve in the plane as the zero level set of a twodimensional auxiliary function. The interface is not manipulated directly, it is manipulated implicitly through the level set function. The advantages of this approach consist in natural handling of topological changes and straight forward generalization into multiple dimensions. The algorithms were implement in the framework of OOFEM code (open source finite element solver), which is distributed under GNU Public License. The interface tracking technique is verified using broken dam problem and application of the numerical model is demonstrated on an analysis of casting problem. References
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