Adaptive phase field simulation of quasi-static crack propagation in rocks

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dc.identifier.uri http://dx.doi.org/10.15488/4893
dc.identifier.uri https://www.repo.uni-hannover.de/handle/123456789/4936
dc.contributor.author Zhou, Shuwei
dc.contributor.author Zhuang, Xiaoying
dc.date.accessioned 2019-05-29T07:03:14Z
dc.date.available 2019-05-29T07:03:14Z
dc.date.issued 2018
dc.identifier.citation Zhou, S.; Zhuang, X.: Adaptive phase field simulation of quasi-static crack propagation in rocks. In: Underground Space 3 (2018), Nr. 3, S. 190-205. DOI: https://doi.org/10.1016/j.undsp.2018.04.006
dc.description.abstract In this study, we present an adaptive phase field method (APFM) for modeling quasi-static crack propagation in rocks. Crack initiation due to positive strains is considered, and a numerical simulation is implemented using a commercial software, COMSOL Multi-physics. Two benchmark tests are first examined, namely, a single-edge-notched square plate subjected to respective tension and shear loadings. The crack propagation in Brazil splitting tests, 2D notched semi-circular bend (NSCB) tests, and 3D NSCB tests are subsequently simulated and analyzed. All the numerical examples indicate that the propagation of the cracks is autonomous and external fracture criteria are not required for phase field modeling. Furthermore, the adaptive remeshing scheme reduces unnecessary global mesh refinement and exhibits good adaptability for fracture modeling. The simulations are in good agreement with the experimental observations, and thereby indicate the feasibility and practicability of the APFM in rocks (even in 3D cases) eng
dc.language.iso eng
dc.publisher Amsterdam : Elsevier
dc.relation.ispartofseries Underground Space 3 (2018), Nr. 3
dc.rights CC BY-NC-ND 4.0 Unported
dc.rights.uri https://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subject Phase field eng
dc.subject Adaptive scheme eng
dc.subject Rock eng
dc.subject Crack propagation eng
dc.subject.ddc 620 | Ingenieurwissenschaften und Maschinenbau ger
dc.title Adaptive phase field simulation of quasi-static crack propagation in rocks eng
dc.type article
dc.type Text
dc.relation.essn 2467-9674
dc.relation.doi https://doi.org/10.1016/j.undsp.2018.04.006
dc.bibliographicCitation.issue 3
dc.bibliographicCitation.volume 3
dc.bibliographicCitation.firstPage 190
dc.bibliographicCitation.lastPage 205
dc.description.version publishedVersion
tib.accessRights frei zug�nglich


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