The DOI matches its Crossref record; 11 of the 11 references it cites were found in a registry or an index.
Combination of discrete element and finite element methods for dynamic analysis of geomechanics problems
Open accessAbstract
Abstract The paper presents combination of discrete element method (DEM) and finite element method (FEM) for dynamic analysis of geomechanics problems. Combined models can employ spherical (or cylindrical in 2D) rigid elements and finite elements in the discretization of different parts of the system. The FEM is a suitable tool to model soil/rock materials while the FEM in many cases can be a better choice to model other parts of the system considered. A typical example can be an idealization of rock cutting with a tool discretized with finite elements and rock or soil samples modelled with discrete elements. The FEM presented in the paper allows large elasto-plastic deformations in the solid regions. Such problems require the use of stabilized FEM to deal with the incompressibility constraint in order to eliminate the volumetric locking defect, especially when using triangular and tetrahedra elements with equal order interpolation for the displacement and the pressure variables. In the paper a stabilization based on the finite calculus (FIC) approach is used. Both theoretical algorithms of DEM and stabilized FEM are implemented in an explicit dynamic code. The paper presents some details of both formulations. A combined numerical algorithm is described finally. Selected numerical results illustrate the possibilities and performance of discrete/finite element analysis in geomechanics problems.
Overview
The claims and statistics of this paper haven’t been checked yet.
Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
The claims and statistics of this paper haven’t been checked yet.
Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.
Self-check
Percentages, sums and reported differences re-computed from the paper’s own numbers.
The self-check needs the paper’s full text.
Citations
Cites
A discrete numerical model for granular assemblies
Cundall, P. A., & Strack, O. D. L. (1979) · Géotechnique · doi:10.1680/geot.1979.29.1.47 · Cited by 17,527
Zienkiewicz, O. C. (1989) · Cited by 14,802
Contact and Rubbing of Flat Surfaces
Archard, J. F. (1953) · Journal of Applied Physics · doi:10.1063/1.1721448 · Cited by 7,892
The finite element method with Lagrangian multipliers
Babuska, I. M. (1973) · Numerische Mathematik · doi:10.1007/bf01436561 · Cited by 1,684
Hughes, T. J. R., Franca, L. P., & Hulbert, G. M. (1989) · Computer Methods in Applied Mechanics and Engineering · doi:10.1016/0045-7825(89)90111-4 · Cited by 1,458
Cundall, P. A. (1988) · International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · doi:10.1016/0148-9062(88)92293-0 · Cited by 1,158
Campbell, C. S. (1990) · Annual Review of Fluid Mechanics · doi:10.1146/annurev.fl.22.010190.000421 · Cited by 1,122
Oñate, E. (1998) · Computer Methods in Applied Mechanics and Engineering · doi:10.1016/s0045-7825(97)00119-9 · Cited by 239
Self-citationOñate, E. (2000) · Computer Methods in Applied Mechanics and Engineering · doi:10.1016/s0045-7825(99)00198-x · Cited by 178
Self-citationOñate, E., & Garcia, J. (2001) · Computer Methods in Applied Mechanics and Engineering · doi:10.1016/s0045-7825(01)00306-1 · Cited by 105
Self-citation
Metadata
- Authors
- Oñate, E., & Rojek, J.
- Venue
- Computer Methods in Applied Mechanics and Engineering
- Publisher
- Elsevier BV
- Published
- 2004-07
- Volume
- 193
- Issue
- 27-29
- Pages
- 3087-3128
- ISSN
- 0045-7825 (ISSN-L)
- OpenAlex
- W1999142786
- Cited by
- 289
- References
- 11
- FWCI
- 5.62
- Type
- journal article
- Language
- en
- Open access
- green
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review
How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Combination of discrete element and finite element methods for dynamic analysis of geomechanics problems. https://app.cochat.ai/papers/10.1016/j.cma.2003.12.056
- The paper
- Oñate, E., & Rojek, J. (2004). Combination of discrete element and finite element methods for dynamic analysis of geomechanics problems. Computer Methods in Applied Mechanics and Engineering. https://doi.org/10.1016/j.cma.2003.12.056
Data sources
Bibliographic data: Semantic Scholar, OpenAlex, Crossref.
Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.