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Distributed-Spring Edge-to-Edge Contact Model for Two-Dimensional Discontinuous Deformation Analysis
- Source :
- Rock Mechanics and Rock Engineering. 53:365-382
- Publication Year :
- 2019
- Publisher :
- Springer Science and Business Media LLC, 2019.
-
Abstract
- Edge-to-edge contact is a fundamental contact type in blocky systems. In two-dimensional discontinuous deformation analysis (2D DDA, and hereinafter DDA for short), an edge-to-edge contact is transformed into two separated vertex-to-edge contacts by applying two pairs of concentrated springs. Although this simplification facilitates the DDA algorithm, it is not always sufficiently accurate and can even yield irregular results. To solve this problem, a distributed-spring contact model (DSCM) that exerts distributed instead of concentrated forces on contact edges is proposed in this paper for the edge-to-edge contact in DDA. Submatrices for the force matrix and stiffness matrix are obtained by minimizing the potential energy of the distributed contact forces and are incorporated into an improved DDA (I-DDA) code. Four examples are evaluated to illustrate the validations and advantages of the I-DDA. The first example is a single square impacting on a base block. Deformation of the contact area is evaluated by comparison with the theoretical deformation solution, and the results calculated by the I-DDA show better agreement with the analytical solution than the original DDA (O-DDA). The second example is an impact validation, proving that the I-DDA is more adaptable to discrete systems containing blocks of different sizes. Then an example and an experiment about block rebounding are provided, demonstrating that the errors in rotation and rebounding exhibited in the O-DDA results are avoided when using the I-DDA, indicating that the I-DDA provides more realistic solutions. The results of this study suggest that the proposed I-DDA incorporating the DSCM is quite accurate and capable of improving calculation accuracy compared to the O-DDA.
- Subjects :
- Mathematical analysis
0211 other engineering and technologies
Contact type
Block matrix
Geology
02 engineering and technology
Deformation (meteorology)
010502 geochemistry & geophysics
Geotechnical Engineering and Engineering Geology
01 natural sciences
Contact force
Contact area
Discontinuous Deformation Analysis
Rotation (mathematics)
021101 geological & geomatics engineering
0105 earth and related environmental sciences
Civil and Structural Engineering
Mathematics
Stiffness matrix
Subjects
Details
- ISSN :
- 1434453X and 07232632
- Volume :
- 53
- Database :
- OpenAIRE
- Journal :
- Rock Mechanics and Rock Engineering
- Accession number :
- edsair.doi...........51751e131d78342fae4558677e2e2c83
- Full Text :
- https://doi.org/10.1007/s00603-019-01917-2