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CivilComp Proceedings
ISSN 17593433 CCP: 81
PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: B.H.V. Topping
Paper 112
Simulation of Fresh Concrete Flow B. Patzák and Z. Bittnar
Faculty of Civil Engineering, Czech Technical University, Prague, Czech Republic , "Simulation of Fresh Concrete Flow", in B.H.V. Topping, (Editor), "Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing", CivilComp Press, Stirlingshire, UK, Paper 112, 2005. doi:10.4203/ccp.81.112
Keywords: fresh concrete flow, nonNewtonian flow, interfacecapturing.
Summary
Modeling the 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. Concrete that is not properly cast or consolidated may
have defects, such as air voids, honeycombs, and aggregate
segregation. The modeling of fresh concrete flow can significantly
contribute to durability and strength of structure and it is necessary
for design optimization of casting procedure. This contribution
represents a first step toward this goal  it addresses the numerical
aspects of fresh concrete flow modeling.
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 the 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 Bigham 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 the finite element method and the interfacecapturing method to track the position of a free surface. The solution algorithm is based on the stabilized FEM formulation to prevent potential numerical instabilities. The stabilization techniques include streamlineupwind / PetrovGalerkin (SUPG) and pressurestabilizing / PetrovGalerkin (PSPG) formulations. These stabilization techniques were introduced by Tezduyar and Hughes [1,2]. The interfacecapturing method is based on the VolumeofFluid (VOF) approach, that introduces another unknown: the fluid volume fraction in each grid cell. In principle, if we know the amount of fluid in each cell it is possible to locate surfaces, as well as determine surface slopes and surface curvatures. Surfaces are easy to locate because they lie in cells partially filled with fluid or between cells full of fluid and cells that have no fluid. To compute the time evolution of surfaces, a technique is required to move volume fractions through a grid in such a way that the stepfunction nature of the distribution is retained. A straightforward numerical approximation cannot be used to model this equation because numerical diffusion and dispersion errors destroy the sharp, stepfunction, nature of the VOF distribution. An important advantage of the VOF method is the fact that it is based on a volume tracking concept, and this means that it is robust enough to handle the breakup and coalescence of fluid masses. The surface tracking algorithm used in this work is based on the paper by Shahbazi et al [4]) and consists of three parts:
References
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