Yannick Descantes
Research Subjects
Research Interests
Yannick Descantes has a total of 54 co-authors. Here are the top co-authors by number of shared publications:
- Patrick Richard
Université Gustave Eiffel
7 shared publications - Aurélien Neveu
LUNAM Université, IFSTTAR, MAST, GPEM, F-44340 Bouguenais, France
3 shared publications - Riccardo Artoni
Université Gustave Eiffel
3 shared publications B. Clavaud
Lafarge – Laboratoire Central de Recherche, 95 rue du Montmurier, B.P. 15, 38291 Saint-Quentin Fallavier Cedex, France
2 shared publicationsF. de Larrard
Laboratoire Central des Ponts et Chaussées (LCPC), Route de Bouaye, B.P. 4129, 44341 Bouguenais Cedex, France
2 shared publicationsL. Barcelo
Lafarge – Laboratoire Central de Recherche, 95 rue du Montmurier, B.P. 15, 38291 Saint-Quentin Fallavier Cedex, France
2 shared publications
Latest Publications
- Open Access
- 9 January 2025
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 49 (5) , 1420-1436
A Discrete Element Method–Based Energetic Approach to Model Two‐Dimensional Fatigue Crack Propagation
In this work, a fatigue crack propagation model is proposed using the two‐dimensional discrete element method (DEM). The challenge lies in describing the small progressive fatigue crack growth within a single cycle, which is typically much smaller than the size of the smallest particles, making it difficult to continuously capture the loss of contact stiffness. To accurately represent crack increments in DEM, a reduction in contact stiffness is directly linked to the length of the propagated crack, based on the local energy release in a contact. This allows for a precise description of crack increments at scales much smaller than particle size. Building on this, and utilizing the local evaluation of the energy release rate, Paris' law is applied to describe the fatigue behaviour of the contact under cyclic loading. An efficient approach is introduced that replaces the full cycle analysis with equivalent quasi‐static monotonic simulations, leading to significant gains in computational time. The resultant DEM simulations adopt the same parameters as in continuum mechanics, eliminating the need for calibration, and demonstrate good agreement with theoretical and experimental results from the literature.
- 9 January 2025
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 49 (5) , 1420-1436
Open AccessA Discrete Element Method–Based Energetic Approach to Model Two‐Dimensional Fatigue Crack Propagation
In this work, a fatigue crack propagation model is proposed using the two‐dimensional discrete element method (DEM). The challenge lies in describing the small progressive fatigue crack growth within a single cycle, which is typically much smaller than the size of the smallest particles, making it difficult to continuously capture the loss of contact stiffness. To accurately represent crack increments in DEM, a reduction in contact stiffness is directly linked to the length of the propagated crack, based on the local energy release in a contact. This allows for a precise description of crack increments at scales much smaller than particle size. Building on this, and utilizing the local evaluation of the energy release rate, Paris' law is applied to describe the fatigue behaviour of the contact under cyclic loading. An efficient approach is introduced that replaces the full cycle analysis with equivalent quasi‐static monotonic simulations, leading to significant gains in computational time. The resultant DEM simulations adopt the same parameters as in continuum mechanics, eliminating the need for calibration, and demonstrate good agreement with theoretical and experimental results from the literature.
- 1 October 2019
- Published by Elsevier in Computers and Geotechnics
- Vol. 114
Classical contact detection algorithms for 3D DEM simulations: Drawbacks and solutions
- 1 October 2019
- Published by Elsevier in Computers and Geotechnics
- Vol. 114
Classical contact detection algorithms for 3D DEM simulations: Drawbacks and solutions
- 1 January 2019
- Published by Elsevier in Journal of the Mechanics and Physics of Solids
- Vol. 122, 406-417
Effect of contact location on the crushing strength of aggregates
- 1 January 2019
- Published by Elsevier in Journal of the Mechanics and Physics of Solids
- Vol. 122, 406-417
Effect of contact location on the crushing strength of aggregates
- 1 June 2018
- Published by Elsevier in Construction and Building Materials
- Vol. 175, 496-507
Quantitative assessment of the saturation degree of model fine recycled concrete aggregates immersed in a filler or cement paste
- 1 June 2018
- Published by Elsevier in Construction and Building Materials
- Vol. 175, 496-507
Quantitative assessment of the saturation degree of model fine recycled concrete aggregates immersed in a filler or cement paste
- 19 July 2017
- Published by American Physical Society (APS) in Physical Review E
- Vol. 96 (1) , 012904
Geometrical properties of rigid frictionless granular packings as a function of particle size and shape
Three-dimensional discrete numerical simulation is used to investigate the properties of close-packed frictionless granular assemblies as a function of particle polydispersity and shape. Unlike some experimental results, simulations show that disordered packings of pinacoids (eight-face convex polyhedra) achieve higher solid fraction values than amorphous packings of spherical or rounded particles, thus fulfilling the analog of Ulam's conjecture stated by Jiao and co-workers for random packings [Y. Jiao and S. Torquato, Phys. Rev. E 84, 041309 (2011)]. This seeming discrepancy between experimental and numerical results is believed to result from difficulties in overcoming inter particle friction through experimental densification processes. Moreover, solid fraction is shown to increase further with bidispersity and peak when the volume proportion of small particles reaches . Contrarily, substituting up to of flat pinacoids for isometric ones yields solid fraction decrease, especially when flat particles are also elongated. Nevertheless, particle shape seems to play a minor role in packing solid fraction compared to polydispersity. Additional investigations focused on the packing microstructure confirm that pinacoid packings fulfill the isostatic conjecture and that they are free of order except beyond 30% to of flat or flat-elongated polyhedra in the packing. This order increase progressively takes the form of a nematic phase caused by the reorientation of flat or flat-elongated particles to minimize the packing potential energy. Simultaneously, this reorientation seems to increase the solid fraction value slightly above the maximum achieved by monodisperse isometric pinacoids, as well as the coordination number. Finally, partial substitution of elongated pinacoids for isometric ones has limited effect on packing solid fraction or order.- 19 July 2017
- Published by American Physical Society (APS) in Physical Review E
- Vol. 96 (1) , 012904
Geometrical properties of rigid frictionless granular packings as a function of particle size and shape
Three-dimensional discrete numerical simulation is used to investigate the properties of close-packed frictionless granular assemblies as a function of particle polydispersity and shape. Unlike some experimental results, simulations show that disordered packings of pinacoids (eight-face convex polyhedra) achieve higher solid fraction values than amorphous packings of spherical or rounded particles, thus fulfilling the analog of Ulam's conjecture stated by Jiao and co-workers for random packings [Y. Jiao and S. Torquato, Phys. Rev. E 84, 041309 (2011)]. This seeming discrepancy between experimental and numerical results is believed to result from difficulties in overcoming inter particle friction through experimental densification processes. Moreover, solid fraction is shown to increase further with bidispersity and peak when the volume proportion of small particles reaches . Contrarily, substituting up to of flat pinacoids for isometric ones yields solid fraction decrease, especially when flat particles are also elongated. Nevertheless, particle shape seems to play a minor role in packing solid fraction compared to polydispersity. Additional investigations focused on the packing microstructure confirm that pinacoid packings fulfill the isostatic conjecture and that they are free of order except beyond 30% to of flat or flat-elongated polyhedra in the packing. This order increase progressively takes the form of a nematic phase caused by the reorientation of flat or flat-elongated particles to minimize the packing potential energy. Simultaneously, this reorientation seems to increase the solid fraction value slightly above the maximum achieved by monodisperse isometric pinacoids, as well as the coordination number. Finally, partial substitution of elongated pinacoids for isometric ones has limited effect on packing solid fraction or order.- Open Access
- 30 June 2017
- Published by EDP Sciences in EPJ Web of Conferences
- Vol. 140, 07010
Effect of contact anisotropy on the crushing strength of aggregates
EPJ Web of Conferences, open-access proceedings in physics and astronomy
- 30 June 2017
- Published by EDP Sciences in EPJ Web of Conferences
- Vol. 140, 07010
Open AccessEffect of contact anisotropy on the crushing strength of aggregates
EPJ Web of Conferences, open-access proceedings in physics and astronomy
- 1 October 2016
- Published by Elsevier in Journal of the Mechanics and Physics of Solids
- Vol. 95, 308-319
Fracture of granular materials composed of arbitrary grain shapes: A new cohesive interaction model
- 1 October 2016
- Published by Elsevier in Journal of the Mechanics and Physics of Solids
- Vol. 95, 308-319
Fracture of granular materials composed of arbitrary grain shapes: A new cohesive interaction model
- 1 December 2015
- Published by Elsevier in Construction and Building Materials
- Vol. 100, 246-254
Parameters influencing the polished stone value (PSV) of road surface aggregates
- 1 December 2015
- Published by Elsevier in Construction and Building Materials
- Vol. 100, 246-254
Parameters influencing the polished stone value (PSV) of road surface aggregates
- 1 November 2015
- Published by Elsevier in Construction and Building Materials
- Vol. 98, 662-670
Determination of the water content of fillerised fine aggregates in the saturated surface dry state
- 1 November 2015
- Published by Elsevier in Construction and Building Materials
- Vol. 98, 662-670
Determination of the water content of fillerised fine aggregates in the saturated surface dry state
- 30 August 2015
- Published by Springer Nature
- p. 61-72
A Mineralogical Approach of the Interactions Between Bitumen, Clay and Water in Hot Mix Asphalt (HMA)
- 30 August 2015
- Published by Springer Nature
- p. 61-72
A Mineralogical Approach of the Interactions Between Bitumen, Clay and Water in Hot Mix Asphalt (HMA)