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Civil-Comp Proceedings
ISSN 1759-3433
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

Full Bibliographic Reference for this paper
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", Civil-Comp Press, Stirlingshire, UK, Paper 218, 2007. doi:10.4203/ccp.86.218
Keywords: fresh concrete flow, non-Newtonian flow, interface-capturing, two-phase 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 work-ability, flow-ability, 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 non-Newtonian 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 interface-capturing 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 streamline-upwind Petrov-Galerkin (SUPG) and pressure-stabilizing Petrov-Galerkin (PSPG) formulations.

In this paper, the interface-tracking 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 higher-dimensional 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 two-dimensional 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
1
S. Osher, J.A. Sethian, "Fronts propagating with curvature-dependent speed: Algorithms based on Hamilton-Jacobi formulations", J. Comput. Phys., 79, 12-49, 1988. doi:10.1016/0021-9991(88)90002-2

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