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[1] Belytschko, T. & Lin, J.I., A three-dimensional impact-penetration algorithm with erosion. Computers & Structures, 25, pp. 95–104, 1987. [Crossref]
[2] Camborde, F., Mariotti, C. & Donzé, F.V., Numerical study of rock and concrete behavior by discrete element modeling. Computers and Geotechnics, 27, pp. 225–247, 2000. [Crossref]
[3] Hentz, S., Modélisation d’une structure en béton armé soumise à un choc par la méthode des éléments discrets. Thèse de doctorat, Université Joseph Fourier, 2003.
[4] Prado, E. & Van Mier, J., Effect of particle structure on mode I fracture process in concrete. Engineering Fracture Mechanics, 70, pp. 1793–1807, 2003. [Crossref]
[5] Cusatis, G., Pelessone, D., & Mencarelli, A., Lattice discrete particle model (LDPM) for failure behavior of concrete. I: Theory. Cement and Concrete Composites, 33, 881–890, 2011. [Crossref]
[6] Kim, K., Bolander, J.E. & Lim, Y.M., Failure simulation of RC structures under highly dynamic conditions using random lattice models. Computures & Structures, 125, pp. 127–136, 2013. [Crossref]
[7] EUROPLEXUS, A computer program for analysis of fast transient phenomena involving structures and fluids in interaction, available at http://www-epx.cea.fr.
[8] Rousseau, J., Modélisation numérique du comportement dynamique de structures sous impact sévère avec un couplage éléments discrets / éléments finis, Thèse de doctorat, Université Joseph Fourier: Grenoble, 2009 (in French).
[9] Hentz, S., Donzé, F.V. & Daudeville, L., Discrete element modelling of concrete submitted to dynamic loading at high strain rate. Computers & Structures, 82, 2509–2524, 2004. [Crossref]
[10] Jerier, J-F., Richefeu, V., Imbault, D. & Donzé, F.V., Packing spherical discrete elements for large scale simulations. Computer Methods in Applied Mechanics and Engineering, 199(25–28), pp. 1668–1676, 2010. [Crossref]
[11] Potapov, S., Masurel, A., Marin, P. & Daudeville, L., Mixed DEM/FEM modeling of advanced damage in reinforced concrete structures, submitted to ASCE Journal of Engineering Mechanics, EMENG-3035.
[12] Leroux, A., Modèle multiaxial d’endommagement anisotrope: gestion numérique de la rupture et application à la ruine de structures en béton armé sous impacts. PhD Thesis, Ecole normale supérieure de Cachan - ENS Cachan, 2012.
[13] Chambart, M., Endommagement anisotrope et comportement dynamique des structures en béton armé jusqu’à la ruine. PhD Thesis, Ecole normale supérieure de Cachan - ENS Cachan, 2009.
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Acadlore takes over the publication of IJCMEM from 2025 Vol. 13, No. 3. The preceding volumes were published under a CC BY 4.0 license by the previous owner, and displayed here as agreed between Acadlore and the previous owner. ✯ : This issue/volume is not published by Acadlore.

Open Access
Research article

Using a Mixed DEM/FEM Approach to Model Advanced Damage of Reinforced Concrete under Impact

S. Potapov1,
A. Masurel1,
L. Daudeville2,
P. Marin2
1
IMSIA (UMR EDF-CNRS-CEA-ENSTA 9219) 1, Avenue du Général de Gaulle, 92141 Clamart Cedex, France
2
Laboratoire 3S-R (UMR 5521) Rue de la Piscine, BP 53, 38041 Grenoble Cedex 9, France
International Journal of Computational Methods and Experimental Measurements
|
Volume 4, Issue 3, 2016
|
Pages 258-268
Received: N/A,
Revised: N/A,
Accepted: N/A,
Available online: N/A
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Abstract:

Advanced damage behaviour of reinforced concrete is modelled using a mixed modelling approach, in which concrete is represented through the spherical-type discrete element model, whereas steel reinforcement is modelled by using beam-type finite elements. An original steel-concrete bond model developed and calibrated on pull-out tests is used to ensure transfer of forces between steel and concrete. The proposed approach is applied to simulate soft and hard-type impacts on RC beams within a very complete modelling framework, thus allowing validating by comparison with experimental data the overall numerical approach developed.

Keywords: Damage, Discrete element method, Impact, Reinforced concrete, Steel-concrete Bond model
Data Availability

The data used to support the findings of this study are available from the corresponding author upon request.

Conflicts of Interest

The authors declare that they have no conflicts of interest.

References
[1] Belytschko, T. & Lin, J.I., A three-dimensional impact-penetration algorithm with erosion. Computers & Structures, 25, pp. 95–104, 1987. [Crossref]
[2] Camborde, F., Mariotti, C. & Donzé, F.V., Numerical study of rock and concrete behavior by discrete element modeling. Computers and Geotechnics, 27, pp. 225–247, 2000. [Crossref]
[3] Hentz, S., Modélisation d’une structure en béton armé soumise à un choc par la méthode des éléments discrets. Thèse de doctorat, Université Joseph Fourier, 2003.
[4] Prado, E. & Van Mier, J., Effect of particle structure on mode I fracture process in concrete. Engineering Fracture Mechanics, 70, pp. 1793–1807, 2003. [Crossref]
[5] Cusatis, G., Pelessone, D., & Mencarelli, A., Lattice discrete particle model (LDPM) for failure behavior of concrete. I: Theory. Cement and Concrete Composites, 33, 881–890, 2011. [Crossref]
[6] Kim, K., Bolander, J.E. & Lim, Y.M., Failure simulation of RC structures under highly dynamic conditions using random lattice models. Computures & Structures, 125, pp. 127–136, 2013. [Crossref]
[7] EUROPLEXUS, A computer program for analysis of fast transient phenomena involving structures and fluids in interaction, available at http://www-epx.cea.fr.
[8] Rousseau, J., Modélisation numérique du comportement dynamique de structures sous impact sévère avec un couplage éléments discrets / éléments finis, Thèse de doctorat, Université Joseph Fourier: Grenoble, 2009 (in French).
[9] Hentz, S., Donzé, F.V. & Daudeville, L., Discrete element modelling of concrete submitted to dynamic loading at high strain rate. Computers & Structures, 82, 2509–2524, 2004. [Crossref]
[10] Jerier, J-F., Richefeu, V., Imbault, D. & Donzé, F.V., Packing spherical discrete elements for large scale simulations. Computer Methods in Applied Mechanics and Engineering, 199(25–28), pp. 1668–1676, 2010. [Crossref]
[11] Potapov, S., Masurel, A., Marin, P. & Daudeville, L., Mixed DEM/FEM modeling of advanced damage in reinforced concrete structures, submitted to ASCE Journal of Engineering Mechanics, EMENG-3035.
[12] Leroux, A., Modèle multiaxial d’endommagement anisotrope: gestion numérique de la rupture et application à la ruine de structures en béton armé sous impacts. PhD Thesis, Ecole normale supérieure de Cachan - ENS Cachan, 2012.
[13] Chambart, M., Endommagement anisotrope et comportement dynamique des structures en béton armé jusqu’à la ruine. PhD Thesis, Ecole normale supérieure de Cachan - ENS Cachan, 2009.
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Potapov, S., Masurel, A., Daudeville, L., & Marin, P. (2016). Using a Mixed DEM/FEM Approach to Model Advanced Damage of Reinforced Concrete under Impact. Int. J. Comput. Methods Exp. Meas., 4(3), 258-268. https://doi.org//10.2495/CMEM-V4-N3-258-268
S. Potapov, A. Masurel, L. Daudeville, and P. Marin, "Using a Mixed DEM/FEM Approach to Model Advanced Damage of Reinforced Concrete under Impact," Int. J. Comput. Methods Exp. Meas., vol. 4, no. 3, pp. 258-268, 2016. https://doi.org//10.2495/CMEM-V4-N3-258-268
@research-article{Potapov2016UsingAM,
title={Using a Mixed DEM/FEM Approach to Model Advanced Damage of Reinforced Concrete under Impact},
author={S. Potapov and A. Masurel and L. Daudeville and P. Marin},
journal={International Journal of Computational Methods and Experimental Measurements},
year={2016},
page={258-268},
doi={https://doi.org//10.2495/CMEM-V4-N3-258-268}
}
S. Potapov, et al. "Using a Mixed DEM/FEM Approach to Model Advanced Damage of Reinforced Concrete under Impact." International Journal of Computational Methods and Experimental Measurements, v 4, pp 258-268. doi: https://doi.org//10.2495/CMEM-V4-N3-258-268
S. Potapov, A. Masurel, L. Daudeville and P. Marin. "Using a Mixed DEM/FEM Approach to Model Advanced Damage of Reinforced Concrete under Impact." International Journal of Computational Methods and Experimental Measurements, 4, (2016): 258-268. doi: https://doi.org//10.2495/CMEM-V4-N3-258-268
POTAPOV S， MASUREL A.， DAUDEVILLE L， et al. Using a Mixed DEM/FEM Approach to Model Advanced Damage of Reinforced Concrete under Impact[J]. International Journal of Computational Methods and Experimental Measurements， 2016， 4(3)： 258-268. https://doi.org//10.2495/CMEM-V4-N3-258-268