Implementation of a viscoelastic boundary condition to Yade – open source DEM software

• Autorzy: Brzeziński Karol , Zbiciak Artur , Gladky Anton

Identyfikatory

DOI

10.15632/jtam-pl/163053

• Języki publikacji: EN

Abstrakty

EN

The paper presents implementation of a viscoelastic boundary condition to Yade software. The implemented boundary condition constraints linear displacements of bodies by applying a reaction force resulting from a solution of the Burgers rheologicalmodel. This work presents the results of one of validation tests, where the output of Discrete Element Simulation (DEM) was compared with an analytically formulated soft-contact problem. Furthermore, potential application in more complex simulations (plate load test) is demonstrated. It shows that the proposed approach allows for realistic yet efficient modeling of foundations purely within the DEM framework.

Słowa kluczowe

EN

Discrete Element Method; viscoelastic boundary condition; granular layer; pavement subsoil

• Wydawca: Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
• Czasopismo: Journal of Theoretical and Applied Mechanics
• Rocznik: 2023
• Tom: Vol. 61 nr 2
• Strony: 355--364
• Opis fizyczny: Bibliogr. 25 poz., rys., tab.

Twórcy

autor

Brzeziński Karol

• Warsaw University of Technology, Faculty of Civil Engineering, Warsaw, Poland

autor

Zbiciak Artur

• Warsaw University of Technology, Faculty of Civil Engineering, Warsaw, Poland

autor

Gladky Anton

• Institute for Mineral Processing Machines and Recycling Systems Technology, TU Bergakademie Freiberg, Germany

Bibliografia

• 1. Brzeziński K., Gladky A., 2022, Clump breakage algorithm for DEM simulation of crushable aggregates, Tribology International, 173, 107661.
• 2. Chen Y., Jaksa M.B., Kuo Y.-L., Airey D.W., 2021, Investigating the effectiveness of Rolling Dynamic Compaction (RDC) using Discrete Element Method (DEM), Granular Matter, 23, 94, 1-21.
• 3. Cheng H., Yamamoto H., Thoeni K., 2016, Numerical study on stress states and fabric anisotropies in soilbags using the DEM, Computers and Geotechnics, 76, 170-183.
• 4. Cheung G., O’Sullivan C., 2008, Effective simulation of flexible lateral boundaries in two- and three-dimensional DEM simulations, Particuology, 6, 6, 483-500.
• 5. Cundall P.A., Strack O.D.L., 1979, A discrete numerical model for granular assemblies, Géotechnique, 29, 1, 47-65.
• 6. Dejong D., Petuz M., Korswagen A., 1973, Computer Program, BISAR, Layered Systems under Normal and Tangential Surface Loads, External Report AMSR-000673, Koninklijke Shell Laboratorium.
• 7. Gladkyy A., Kuna M., 2017, DEM simulation of polyhedral particle cracking using a combined Mohr–Coulomb–Weibull failure criterion, Granular Matter, 19, 3, 1-11.
• 8. Hopman P., 1996, VEROAD: A viscoelastic multilayer computer program, Transportation Research Record, 1539, 1, 72-80.
• 9. Itasca’s Particle Flow Code Documentation 7.0., 2021, http://docs.itascacg.com/pfc70....
• 10. Jia M., Liu B., Xue J., Ma G., 2021, Coupled three-dimensional discrete element-finite difference simulation of dynamic compaction, Acta Geotechnica, 16, 3, 731-747.
• 11. Johnson K.L., 1987, Contact Mechanics, Cambridge University Press.
• 12. Orosz Á., Zwierczyk P.T., 2020, Analysis of the stress state of a railway sleeper using coupled FEM-DEM simulation, ECMS, 261-265.
• 13. Pei T., Yang X., 2018, Compaction-induced stress in geosynthetic-reinforced granular base course – A discrete element model, Journal of Rock Mechanics and Geotechnical Engineering, 10, 4, 669-677.
• 14. Puppala A.J., Saride S., Chomtid S., 2009, Experimental and modeling studies of permanent strains of subgrade soils, Journal of Geotechnical and Geoenvironmental Engineering, 135, 10, 1379-1389.
• 15. Quezada J.C., Chazallon C., 2022, Discrete element modelling of hot mix asphalt complex modulus using realistic aggregate shapes, Road Materials and Pavement Design, 23(sup1), 178-195.
• 16. Saad B., Mitri H., Poorooshasb H., 2005, Three-dimensional dynamic analysis of flexible conventional pavement foundation, Journal of Transportation Engineering, 131, 6, 460-469.
• 17. Smilauer V., et al., 2021, Yade Documentation 3rd ed., The Yade Project, https://doi.org/10.5281/zenodo....
• 18. Stránsky J., 2013, Open source DEM-FEM coupling. Particles III, Proceedings of the III International Conference on Particle-Based Methods: Fundamentals and Applications, 46-57.
• 19. Thoeni K., Giacomini A., Lambert C., Sloan S.W., Carter J.P., 2014, A 3D discrete element modelling approach for rockfall analysis with drapery systems, International Journal of Rock Mechanics and Mining Sciences, 68, 107-119.
• 20. Winkler E., 1867, Vortrge über Eisenbahnbau. Gehalten am königl. böhmischen polytechnischen Landesinstitute in Prag. Erstes Heft: Der Eisenbahn-Oberbau, H. Dominicus, Prag.
• 21. Zbiciak A., Brzeziński K., Michalczyk R., 2017, Constitutive models of pavement asphaltic layers based on mixture compositions, Journal of Civil Engineering and Management, 23, 3, 378-383.
• 22. Zbiciak A., Kozyra Z., 2015, Dynamic analysis of a soft-contact problem using viscoelastic and fractional-elastic rheological models, Archives of Civil and Mechanical Engineering, 15, 1, 286-291.
• 23. Zbiciak A., Michalczyk R., Brzeziński K., 2019, Time-temperature superposition for viscoelastic materials with application to asphalt-aggregate mixes, International Journal of Environmental Science and Technology, 16, 9, 5059-5064.
• 24. Zhang X., Chen E., Li N., Wang L., Si C., Wang, C., 2022, Micromechanical analysis of the rutting evolution of asphalt pavement under temperature-stress coupling based on the discrete element method, Construction and Building Materials, 325, 126800.
• 25. Zhu X., Qian G., Yu H., Yao D., Shi C., Zhang C., 2022, Evaluation of coarse aggregate movement and contact unbalanced force during asphalt mixture compaction process based on discrete element method, Construction and Building Materials, 328, 127004.

Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).