The DOI matches its Crossref record; 16 of the 16 references it cites were found in a registry or an index.
NUMERICAL MODELLING OF DISCONTINUA
Abstract
Discrete element methods are numerical procedures for simulating the complete behaviour of systems of discrete, interacting bodies. Three important aspects of discrete element programs are examined: (1) the representation of contacts; (2) the representation of solid material; and (3) the scheme used to detect and revise the set of contacts. A proposal is made to define what constitutes a discrete element program, and four classes of such programs are described: the distinct element method, modal methods, discontinuous deformation analysis and the momentum‐exchange method. Several applications and examples are presented, and a list is given of suggestions for future developments.
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
Self-citationGleick, J., Goodwin, B. M., Stewart, I., & Hanson, B. E. (1987) · CERN Document Server (European Organization for Nuclear Research) · Cited by 2,707
A computer model for simulating progressive, large scale movement in blocky rock systems
Cundall, P. A. (1971) · Cited by 2,019
Self-citationCundall, 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
Self-citationBlock theory and its application to rock engineering
Goodman, R. E., & Shi, G. (1985) · Infoscience (Ecole Polytechnique Fédérale de Lausanne) · Cited by 615
Hart, R., Cundall, P. A., & Lemos, J. (1988) · International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · doi:10.1016/0148-9062(88)92294-2 · Cited by 600
Self-citationComputer simulation of granular shear flows
Campbell, C. S., & Brennen, C. E. (1985) · Journal of Fluid Mechanics · doi:10.1017/s002211208500091x · Cited by 388
Realistic animation of rigid bodies
Hahn, J. K. (1988) · ACM SIGGRAPH Computer Graphics · doi:10.1145/378456.378530 · Cited by 351
Numerical experiments on localization in frictional materials
Cundall, P. A. (1989) · Ingenieur-Archiv · doi:10.1007/bf00538368 · Cited by 350
Self-citationNumerical methods in geomechanics
(1984) · Mathematics and Computers in Simulation · doi:10.1016/0378-4754(84)90099-5 · Cited by 225
Cited by
Discrete Element Modeling of Masonry Structures
Lemos, J. V. (2007) · International Journal of Architectural Heritage · doi:10.1080/15583050601176868 · Cited by 560
Morgan, J. K., & Boettcher, M. S. (1999) · Journal of Geophysical Research: Solid Earth · doi:10.1029/1998jb900056 · Cited by 269
Metadata
- Authors
- CUNDALL, P. A., & HART, R. D.
- Venue
- Engineering Computations
- Publisher
- Emerald
- Published
- 1992-02-01
- Volume
- 9
- Issue
- 2
- Pages
- 101-113
- ISSN
- 0264-4401 (ISSN-L)
- OpenAlex
- W1968410674
- Cited by
- 674
- References
- 16
- FWCI
- 4.98
- Type
- journal article
- Language
- en
- Open access
- closed
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: NUMERICAL MODELLING OF DISCONTINUA. https://app.cochat.ai/papers/10.1108/eb023851
- The paper
- CUNDALL, P. A., & HART, R. D. (1992). NUMERICAL MODELLING OF DISCONTINUA. Engineering Computations. https://doi.org/10.1108/eb023851
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.