On the linear elastic responses of the 2D bonded discrete element model
Source abstract
Abstract
Summary The bonded discrete element model (DEM) is a numerical tool that is becoming widely used when studying fracturing, fragmentation, and failure of solids in various disciplines. However, its abilities to solve elastic problems are usually overlooked. In this work, the main features of the 2D bonded DEM which influence Poisson's ratio and Young's modulus, and accuracy when solving elastic boundary value problems, are investigated. Outputs of numerical simulations using the 2D bonded DEM, the finite element method, a hyper elasticity analysis, and the distinct lattice spring model (DLSM) are compared in the investigation. It is shown that a shear interaction (local) factor and a geometric (global) factor are two essential elements for the 2D bonded DEM to reproduce a full range of Poisson's ratios. It is also found that the 2D bonded DEM might be unable to reproduce the correct displacements for elastic boundary value problems when the represented Poisson's ratio is close to 0.5 or the long‐range interaction is considered. In addition, an analytical relationship between the shear stiffness ratio and the Poisson's ratio, derived from a hyper elasticity analysis and applicable to discontinuum‐based models, provides good agreement with outputs from the 2D bonded DEM and DLSM. Finally, it is shown that the selection of elastic parameters used the 2D bonded DEM has a significant effect on fracturing and fragment patterns of solids.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Rock Mechanics and Modeling · Geophysical Methods and Applications · Numerical methods in engineering
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering Tianjin University Tianjin 300072 China
Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering The University of New South Wales Sydney NSW 2052 Australia
School of Civil and Environmental Engineering Nanyang Technological University 639798 Singapore
School of Civil and Hydraulic Engineering Dalian University of Technology Dalian 116024 China
Funding
National Natural Science Foundation of China
References (33)
Show source-provided references
1. A computer model for simulating progressive, large‐scale movements in block rock systems
2. 10.1016/j.jmps.2014.09.01010.1016/j.jmps.2014.09.010 ↗
3. 10.1016/j.ijrmms.2004.09.01110.1016/j.ijrmms.2004.09.011 ↗
4. 10.1016/j.compositesb.2014.11.03210.1016/j.compositesb.2014.11.032 ↗
5. 10.1515/JMBM.2009.19.4.24910.1515/JMBM.2009.19.4.249 ↗
6. 10.1007/s00603-012-0323-110.1007/s00603-012-0323-1 ↗
7. 10.1016/j.enggeo.2014.06.00510.1016/j.enggeo.2014.06.005 ↗
8. 10.1016/j.tust.2015.12.01010.1016/j.tust.2015.12.010 ↗
9. 10.1002/nag.248010.1002/nag.2480 ↗
10. 10.1016/j.enggeo.2015.04.01310.1016/j.enggeo.2015.04.013 ↗
11. 10.1007/s00603-014-0695-510.1007/s00603-014-0695-5 ↗
12. 10.1016/j.jsg.2014.09.00910.1016/j.jsg.2014.09.009 ↗
13. 10.1002/jgrb.5008110.1002/jgrb.50081 ↗
14. Solution of problems of elasticity by the framework method10.1115/1.4009129 ↗
15. 10.1142/S012918319300082310.1142/S0129183193000823 ↗
16. 10.1016/S0022-5096(97)00047-110.1016/S0022-5096(97)00047-1 ↗
17. 10.1016/S0013-7944(02)00158-310.1016/S0013-7944(02)00158-3 ↗
18. 10.1002/nag.93010.1002/nag.930 ↗
19. 10.1007/s00466-014-1075-410.1007/s00466-014-1075-4 ↗
20. 10.1016/j.ijrmms.2015.06.00610.1016/j.ijrmms.2015.06.006 ↗
21. 10.1016/j.cma.2014.06.03610.1016/j.cma.2014.06.036 ↗
22. 10.1016/j.cma.2016.11.03410.1016/j.cma.2016.11.034 ↗
23. 10.1016/j.ijrmms.2007.01.00410.1016/j.ijrmms.2007.01.004 ↗
24. 10.1002/nag.88410.1002/nag.884 ↗
25. 10.1016/j.jmps.2008.08.01110.1016/j.jmps.2008.08.011 ↗
26. 10.1016/j.commatsci.2010.08.03110.1016/j.commatsci.2010.08.031 ↗
27. 10.1108/0264440131130489010.1108/02644401311304890 ↗
28. 10.1016/j.jmps.2012.10.00510.1016/j.jmps.2012.10.005 ↗
29. Zhao G‐F · 2015
30. 10.1016/j.tafmec.2005.03.00510.1016/j.tafmec.2005.03.005 ↗
31. 10.1016/j.ijengsci.2011.11.00610.1016/j.ijengsci.2011.11.006 ↗
32. 10.1016/j.ijsolstr.2012.05.01510.1016/j.ijsolstr.2012.05.015 ↗
33. 10.1016/j.tust.2017.01.00210.1016/j.tust.2017.01.002 ↗