The discrete element method is used to study the influence of strain rate on the fracture behavior of porous brittle materials. Dynamic uniaxial tensile tests are simulated on 2D idealized samples. In such high strain rate simulation, initial and boundary conditions must be chosen carefully to achieve a uniform loading of the sample and initial conditions in order to interpret properly the results obtained. A new initial condition is developed by using an initial velocity field in accordance with the heterogeneous microstructure. High strain rates ($> 10^6\,\mathrm{s}^{-1}$) condition have been achieved while ensuring force equilibrium. The numerical results show an increase of the maximum stress at failure, as well as the transition from single to multiple fragmentation, which are inline with experimental observations. Cracks path and stress field are also analyzed to understand the transition from single to multiple fragmentation, and an obscuration phenomenon linked to the microstructure is successfully identified.
La méthode des éléments discrets est utilisée pour étudier l’influence de la vitesse de déformation sur la fracturation des matériaux fragiles-poreux. Des essais de tractions uniaxiales dynamiques sont simulés sur des échantillons idéalisés en 2D. De par les très hautes vitesses de déformations mises en jeu, les conditions initiales et les conditions aux limites doivent être définies avec soin pour s’assurer que le chargement est uniforme au sein de l’échantillon afin de faciliter l’interprétation des résultats. Une nouvelle condition initiale est développée en appliquant un champ de vitesse initiale dans l’échantillon en accord avec sa microstructure hétérogène. Ceci permet d’atteindre des très hautes vitesses de déformation ($> 10^6\,\mathrm{s}^{-1}$) tout en ayant un équilibre des forces qui s’appliquent sur l’échantillon. Les résultats numériques montrent une augmentation de la contrainte à rupture ainsi que la transition d’un mode de rupture simple à un mode multifragmenté. Ces observations correspondent aux observations expérimentales de la littérature. Les chemins de fissuration et les champs de contraintes sont aussi analysés pour comprendre l’origine de ces évolutions, qui est attribuée à un phénomène d’occultation lié à la microstructure.
Revised:
Accepted:
Published online:
Mots-clés : Méthode des Élements Discrets, fragmentation, dynamique, microstructure
Vincent Longchamp  1 , 2 , 3 , 4 ; Jérémie Girardot  2 , 3 ; Damien André  4 ; Frédéric Malaise  1
CC-BY 4.0
@article{CRMECA_2025__353_G1_1085_0,
author = {Vincent Longchamp and J\'er\'emie Girardot and Damien Andr\'e and Fr\'ed\'eric Malaise},
title = {Development of a numerical protocol for the very high strain rate dynamic fragmentation of porous-brittle materials at the microstructure scale},
journal = {Comptes Rendus. M\'ecanique},
pages = {1085--1108},
year = {2025},
publisher = {Acad\'emie des sciences, Paris},
volume = {353},
doi = {10.5802/crmeca.328},
language = {en},
}
TY - JOUR AU - Vincent Longchamp AU - Jérémie Girardot AU - Damien André AU - Frédéric Malaise TI - Development of a numerical protocol for the very high strain rate dynamic fragmentation of porous-brittle materials at the microstructure scale JO - Comptes Rendus. Mécanique PY - 2025 SP - 1085 EP - 1108 VL - 353 PB - Académie des sciences, Paris DO - 10.5802/crmeca.328 LA - en ID - CRMECA_2025__353_G1_1085_0 ER -
%0 Journal Article %A Vincent Longchamp %A Jérémie Girardot %A Damien André %A Frédéric Malaise %T Development of a numerical protocol for the very high strain rate dynamic fragmentation of porous-brittle materials at the microstructure scale %J Comptes Rendus. Mécanique %D 2025 %P 1085-1108 %V 353 %I Académie des sciences, Paris %R 10.5802/crmeca.328 %G en %F CRMECA_2025__353_G1_1085_0
Vincent Longchamp; Jérémie Girardot; Damien André; Frédéric Malaise. Development of a numerical protocol for the very high strain rate dynamic fragmentation of porous-brittle materials at the microstructure scale. Comptes Rendus. Mécanique, Volume 353 (2025), pp. 1085-1108. doi: 10.5802/crmeca.328
[1] A scaling law for the dynamic strength of brittle solids, Acta Mater., Volume 61 (2013) no. 9, pp. 3509-3521 | DOI
[2] A damage model for the dynamic fragmentation of brittle solids, Comput. Methods Appl. Mech. Eng., Volume 183 (2000), pp. 247-258 | DOI
[3] Brittle materials at high-loading rates: an open area of research, Philos. Trans. R. Soc. Lond., Ser. A, Volume 375 (2017) no. 2085, 20160436, 12 pages | DOI
[4] Handbook of damage mechanics: nano to macro scale for materials and structures. Vol. 2 (George Z. Voyiadjis, ed.), Springer, 2022 | DOI
[5] A micromechanical model for high strain rate behavior of ceramics, Int. J. Solids Struct., Volume 32 (1995) no. 17–18, pp. 2627-2646 | DOI
[6] Mesoscopic analysis of concrete under excessively high strain rate compression and implications on interpretation of test data, Int. J. Impact Eng., Volume 46 (2012), pp. 41-55 | DOI
[7] Continuous and discrete methods based on X-ray computed-tomography to model the fragmentation process in brittle solids over a wide range of strain-rates - application to three brittle materials, J. Mech. Phys. Solids, Volume 152 (2021), 104412 | DOI
[8] Predicting variability in the dynamic failure strength of brittle materials considering pre-existing flaws, J. Mech. Phys. Solids, Volume 59 (2011) no. 2, pp. 297-319 | DOI
[9] An interacting micro-crack damage model for failure of brittle materials under compression, J. Mech. Phys. Solids, Volume 56 (2008) no. 3, pp. 896-923 | DOI
[10] Microstructures and residual strain/stresses of YSZ coatings prepared by plasma spraying, Mater. Lett., Volume 240 (2019), pp. 217-220 | DOI
[11] Microstructure-property connections for porous ceramics: the possibilities offered by micromechanics, J. Am. Ceram. Soc., Volume 99 (2016) no. 12, pp. 3829-3852 | DOI
[12] Determination of the dynamic tensile response and dissipated fracture energy of concrete with a cohesive element model (2012) (Conference paper from International Conference on numerical modeling strategies for sustainable concrete structures – SSCS 2012) | HAL
[13] Monte Carlo simulations of meso-scale dynamic compressive behavior of concrete based on X-ray computed tomography images, Int. J. Impact Eng., Volume 97 (2016), pp. 102-115 | DOI
[14] Numerical study of dynamic behavior of concrete by meso-scale particle element modeling, Int. J. Impact Eng., Volume 38 (2011), pp. 1011-1021 | DOI
[15] Towards understanding the influence of porosity on mechanical and fracture behaviour of quasi-brittle materials: experiments and modelling, Int. J. Fract., Volume 205 (2017), pp. 57-72 | DOI
[16] A probabilistic damage model of the dynamic fragmentation process in brittle materials, Advances in Applied Mechanics, Elsevier (2010) no. 44, pp. 1-72 | DOI
[17] A damaging beam-lattice model for quasi-brittle fracture, Int. J. Solids Struct., Volume 239–240 (2022), 111404, 18 pages | DOI
[18] Numerical modelling of the quasi-brittle behaviour of refractory ceramics by considering microcracks effect, J. Eur. Ceram. Soc., Volume 42 (2022) no. 3, pp. 1149-1161 | DOI
[19] DEM model for simulation of crack propagation in plasma-sprayed alumina coatings, Surf. Coat. Technol., Volume 371 (2019), pp. 287-297 | DOI
[20] Discrete 3D modeling of porous-cracked ceramic at the microstructure scale, J. Eur. Ceram. Soc., Volume 44 (2024) no. 4, pp. 2522-2536 | DOI
[21] Delayed fracture of porous ceramics under shock-wave compression, Eng. Fract. Mech., Volume 208 (2019), pp. 38-44 | DOI
[22] Simulation of shockless spalling fragmentation using the Discrete Element Method (DEM), Eur. J. Mech. A Solids, Volume 115 (2026), 105804, 12 pages | DOI | Zbl
[23] DEM analysis of the effect of interface transition zone on dynamic splitting tensile behavior of high-strength concrete based on multi-phase model, Cem. Concr. Res., Volume 149 (2021), 106577 | DOI
[24] 3D DEM framework for simulating the influence of aggregate strength on the dynamic splitting tensile fracture behavior of concrete, Comput. Part. Mech. (2025) | DOI
[25] Effects of strain rate on concrete strength, ACI Mater. J., Volume 92 (1995) no. 1, pp. 37-47 | DOI
[26] Dynamic behavior of concrete at high strain rates and pressures: I. experimental characterization, Int. J. Impact Eng., Volume 25 (2001) no. 9, pp. 869-886 | DOI
[27] Investigating effects of fracture density on stress-strain behaviour of jointed rocks using Discrete Element Method (2017), 8 pages https://www.researchgate.net/...
[28] Elasticity and fracture of brick and mortar materials using discrete element simulations, J. Mech. Phys. Solids, Volume 126 (2019), pp. 101-116 | DOI
[29] The GranOO workbench, a new tool for developing discrete element simulations, and its application to tribological problems, Adv. Eng. Softw., Volume 74 (2014), pp. 40-48 | DOI
[30] Discrete element method to simulate continuous material by using the cohesive beam model, Comput. Methods Appl. Mech. Eng., Volume 213–216 (2012), pp. 113-125 | DOI
[31] Using the discrete element method to simulate brittle fracture in the indentation of a silica glass with a blunt indenter, Comput. Methods Appl. Mech. Eng., Volume 265 (2013), pp. 136-147 | DOI
[32] Numerical modelling of the quasi-brittle behaviour of refractory ceramics by considering microcracks effect, J. Eur. Ceram. Soc., Volume 42 (2022) no. 3, pp. 1149-1161 | DOI
[33] Stochastic fracture of ceramics under dynamic tensile loading, Int. J. Solids Struct., Volume 41 (2004) no. 22–23, pp. 6573-6596 | DOI
[34] Rate-dependent scaling of dynamic tensile strength of quasibrittle structures, J. Appl. Mech., Volume 85 (2017) no. 2, 021003, 12 pages | DOI
Cited by Sources:
Comments - Policy
