Three-dimensional spherical discontinuous deformation analysis using second-order cone programmingShow others and affiliations
2019 (English)In: Computers and geotechnics, ISSN 0266-352X, E-ISSN 1873-7633, Vol. 112, p. 319-328Article in journal (Refereed) Published
Abstract [en]
In this paper, a new formulation of three-dimensional spherical discontinuous deformation analysis (DDA) based on second-order cone programming has been proposed. Artificial springs with open-close iteration used in classic DDA have been removed, given that improper stiffness parameters might cause numerical problems. Furthermore, to account for irregular granular shapes, a rolling resistance model is incorporated in the variational formulation. The proposed formulation can be cast into a standard second-order cone programming program, which can be solved using efficient off-the-shelf optimisation solvers. The proposed approach is validated by a series of numerical examples.
Place, publisher, year, edition, pages
Elsevier, 2019. Vol. 112, p. 319-328
Keywords [sv]
Discontinuous deformation analysis, Second-order cone programming, Contact problems, Discrete element method, Mathematical programming
National Category
Geotechnical Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-73948DOI: 10.1016/j.compgeo.2019.04.023ISI: 000474323800028Scopus ID: 2-s2.0-85065437443OAI: oai:DiVA.org:ltu-73948DiVA, id: diva2:1315947
Note
Validerad;2019;Nivå 2;2019-05-15 (johcin)
2019-05-152019-05-152023-09-04Bibliographically approved