Abstract

This paper investigates several granular interaction laws used in the modeling of discrete granular media. In the considered model, each grain interacts with its neighbors with a coupled shear-normal interaction law. The analysis is performed in a geometrically exact framework allowing large rotation and displacement evolutions, without any geometrical approximations. It is shown that most of the granular interaction laws available in the literature are classified as hypoelastic interaction laws, and we precise the requirements to build some hyperelastic interaction laws that avoid artificial dissipation. We also show that the uncoupled granular interaction law is hyperelastic for all the studied models. The analysis is applied to a paradigmatic elementary system of a granular loop with a diamond pattern (a four-grain cyclic granular chain) loaded by concentrated forces. Instabilities are observed for large displacement of the diamond chain for all the classified models. It is observed that the discrepancies between each model may grow during the deformation process. The instability phenomenon is associated with the appearance of a limit load for this granular structural problem due to large nonlinear geometrical effects. Blocking phenomena may also appear for such granular structural systems due to secondary granular contacts.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

Bernstein, B. 1960. “Hypoelasticity and elasticity.” Arch. Ration. Mech. Anal. 6 (429): 89–104.
Challamel, N. 2015. Letter to F. Nicot, F. Darve and J. Lerbet, on non-conservative and conservative interaction granular laws, 27 September 2015. Lorient, France: Université Bretagne Sud.
Challamel, N., and I. Elishakoff. 2019. “A brief history of first-order shear-deformable beam and plate models.” Mech. Res. Commun. 97 (103389): 1–7. https://doi.org/10.1016/j.mechrescom.2019.04.002.
Challamel, N., and A. Kocsis. 2021. “Geometrically exact bifurcation and post-buckling analysis of the granular elastic.” Int. J. Non Linear Mech. 136 (103772): 1–15.
Challamel, N., J. Lerbet, F. Darve, and F. Nicot. 2020. “Buckling of granular systems with discrete and gradient elasticity Cosserat continua.” Ann. Solid Struct. Mech. 12 (1): 7–22. https://doi.org/10.1007/s12356-020-00065-5.
Challamel, N., and K. Rajagopal. 2016. “On stress-based piecewise elasticity for limited strain extensibility materials.” Int. J. Non Linear Mech. 81 (May): 303–309. https://doi.org/10.1016/j.ijnonlinmec.2016.01.017.
Cundall, P. A. 1971. “A computer model for simulating progressive large scale movements in blocky rock systems.” In Vol. 1 of Proc., Symp. of the Int. Society for Rock Mechanics, 132–150. Lisbon, Portugal: International Society for Rock Mechanics and Rock Engineering.
Cundall, P. A., and O. D. L. Strack. 1979. “A discrete numerical model for granular assemblies.” Géotechnique 29 (1): 47–65. https://doi.org/10.1680/geot.1979.29.1.47.
Ericksen, J. L. 1958. “Hypoelastic potentials.” Q. J. Mech. Appl. Math. 11 (1): 67–72. https://doi.org/10.1093/qjmam/11.1.67.
Green, A. E., and P. M. Naghdi. 1971. “On thermodynamics, rate of work and energy.” Arch. Ration. Mech. Anal. 40 (1): 37–49. https://doi.org/10.1007/BF00281529.
Hunt, G. W., A. Tordesillas, S. C. Green, and J. Shi. 2010. “Force-chain buckling in granular media: A structural mechanics perspective.” Philos. Trans. R. Soc. London, Ser. A 368 (1910): 249–262. https://doi.org/10.1098/rsta.2009.0180.
Knops, R. J. 1982. “Instability and the ill-posed Cauchy problem in elasticity.” In Mechanics of solids, the Rodney hill 60th anniversary, edited by H. G. Hopkins and M. J. Sewell, 357–382. New York: Pergamon Press.
Lerbet, J., N. Challamel, F. Nicot, and F. Darve. 2018. “Coordinate free nonlinear incremental discrete mechanics.” Z. Angew. Math. Mech. 98 (10): 1813–1833. https://doi.org/10.1002/zamm.201700133.
Lerbet, J., N. Challamel, F. Nicot, and F. Darve. 2020. Stability of discrete non-conservative systems. Amsterdam, Netherlands: Elsevier.
McNamara, S., R. Garcia-Rojo, and H. J. Hermann. 2008. “Microscopic origin of granular ratcheting.” Phys. Rev. E 77 (031304): 1–12.
Nicot, F., and F. Darve. 2011. “The H-microdirectional model: Accounting for a mesoscopic scale.” Mech. Mater. 43 (12): 918–929. https://doi.org/10.1016/j.mechmat.2011.07.006.
Nicot, F., G. Veylon, H. Zhu, J. Lerbet, and F. Darve. 2016. “Mesoscopic scale instability in particulate materials.” J. Eng. Mech. 142 (8): 04016047. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001100.
Nicot, F., H. Xiong, A. Wautier, J. Lerbet, and F. Darve. 2017. “Force chain collapse as grain column buckling in granular materials.” Granular Matter 19 (2): 18. https://doi.org/10.1007/s10035-017-0702-0.
Rajagopal, K. R. 2011. “Conspectus of concepts of elasticity.” Math. Mech. Solids 16 (5): 536–562. https://doi.org/10.1177/1081286510387856.
Serrano, A. A., and J. M. Rodriguez-Ortiz. 1973. “A contribution to the mechanics of heterogeneous granular media.” In Proc., Symp. Plasticity and Soil Mechanics, edited by A. C. Palmer, 215–227. Cambridge, UK: Cambridge Univ.
Truesdell, C. 1955. “Hypoelasticity.” J. Ration. Mech. Anal. 4: 83–133.
Turco, E. 2018. “In-plane shear loading of granular membranes modeled as a Lagrangian assembly of rotating elastic particles.” Mech. Res. Commun. 92 (Sep): 61–66. https://doi.org/10.1016/j.mechrescom.2018.07.007.
Turco, E. 2022. “Forecasting nonlinear vibrations of patches of granular materials by elastic interactions between spheres.” Mech. Res. Commun. 122 (Jun): 103879. https://doi.org/10.1016/j.mechrescom.2022.103879.
Turco, E., F. dell’Isola, and A. Misra. 2019. “A nonlinear Lagrangian particle model for grains assemblies including grain relative rotations.” Int. J. Anal. Numer. Methods Geomech. 43 (5): 1051–1079. https://doi.org/10.1002/nag.2915.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 148Issue 9September 2022

History

Received: Feb 22, 2022
Accepted: May 2, 2022
Published online: Jul 12, 2022
Published in print: Sep 1, 2022
Discussion open until: Dec 12, 2022

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Professor, Univ. Bretagne Sud, Institut de Recherche Dupuy de Lôme–Université Bretagne Sud–Unité Mixte de Recherche—Centre National de la Recherche Scientifique 6027, Centre de Recherche, Rue de Saint Maudé–BP 92116, Lorient cedex 56321, France (corresponding author). ORCID: https://orcid.org/0000-0002-7122-0700. Email: [email protected]
François Nicot [email protected]
Research Director, Université Savoie Mont Blanc, Environnements Dynamiques et Territoires de la Montagne, Unité Mixte de Recherche—Centre National de la Recherche Scientifique 5204, Le Bourget du Lac 73376, France. Email: [email protected]
Researcher, Aix-Marseille Université, Institut National de Recherche pour l’Agriculture, l’Alimentation et l’Environnement, Risques, ECOsystèmes, Vulnérabilité, Environnement, Résilience, Aix-en-Provence 13182, France. ORCID: https://orcid.org/0000-0002-2551-103X. Email: [email protected]
Professor, Univ. Grenoble Alpes, Grenoble Institut National Polytechnique, Centre National de la Recherche Scientifique, lab 3SR, Grenoble 38000, France. ORCID: https://orcid.org/0000-0002-1276-1929. Email: [email protected]
Jean Lerbet [email protected]
Professor, Laboratoire de Mathématiques et Modélisation d’Evry, Unité Mixte de Recherche—Centre National de la Recherche Scientifique 8071, Univ. Evry, Université Paris-Saclay, Evry 91037, France. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share