A combined CFD-experimental method for abrasive erosion testing of concrete

Author:

Messa Gianandrea Vittorio1,De Lima Branco Renan2,Filho José Gilberto Dalfré2,Malavasi Stefano1

Affiliation:

1. FLUIDLab group, Department of Civil and Environmental Engineering, Politecnico di Milano, Piazza Leonardo Da Vinci, 32, 20133 Milano , Italy

2. College of Civil Engineering, Architecture and Urbanism, University of Campinas, Av. Albert Einstein, 951, Campinas , SP, Brazil

Abstract

Abstract Serious damage may occur to concrete hydraulic structures, such as water galleries, spillways, and stilling basins, due to the abrasive erosion caused by the presence of solid particles in the flow. This underlines the importance of being capable in providing characterization of the concrete from the point of view of its vulnerability to abrasive erosion, in order to improve the design of the structure and the material selection. Nevertheless, the existing apparatus for concrete abrasive erosion testing are either far from allowing realistic simulation of the actual environment in which this phenomenon occurs, or show a large degree of complexity and cost. An alternative method has been developed with the aid of Computational Fluid Dynamics (CFD). CFD was first employed to verify the effectiveness of a new laboratory equipment. Afterwards, a parameter has been introduced which, by successful comparison against preliminary experiments, proved suitable to quantify the effect of the fluid dynamic conditions on the concrete abrasive erosion, thereby opening the way to CFD-based customization of the apparatus. In the future, the synergy of numerical and physical modelling will allow developing predictive models for concrete erosion, making it possible to reliably simulate real structures.

Publisher

Walter de Gruyter GmbH

Subject

Fluid Flow and Transfer Processes,Mechanical Engineering,Water Science and Technology

Reference37 articles.

1. ASTM C1138M-12, 2012. Standard Test Method for Abrasion Resistance of Concrete (Underwater Method). ASTM International, West Conshohocken, PA.

2. Cheng, N.S., Law, A.W.K., 2003. Exponential formula for computing effective viscosity. Powder Technol., 129, 156-160.

3. Clark, H. McI, 2002. Particle velocity and size effects in laboratory slurry erosion measurements OR... do you know what your particles are doing? Tribol. Int., 35, 617-624.

4. Cooke, R., 1996. Pipeline material evaluation for the Mina Grande hydrohoist system. In: Proc. 13th Int. Conf. on Hydrotransport, Johannesburg, South Africa, pp. 455-477.

5. Dalfré Filho, J.G., Genovez, A.I.B., Paulon, W.A., 2000. Wear in hydraulic structures and concrete resistance to water-solid mixture. Ingeniería Estructural, 8, 20, 18-22. (In Portuguese.)

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