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dc.contributor.authorBolander, Johncs
dc.contributor.authorEliáš, Jancs
dc.contributor.authorCusatis, Gianlucacs
dc.contributor.authorNagai, Koheics
dc.date.accessioned2021-12-07T15:54:07Z
dc.date.available2021-12-07T15:54:07Z
dc.date.issued2021-11-01cs
dc.identifier.citationEngineering Fracture Mechanics. 2021, vol. 257, issue 1, p. 1-28.en
dc.identifier.issn0013-7944cs
dc.identifier.other174120cs
dc.identifier.urihttp://hdl.handle.net/11012/203091
dc.description.abstractDiscrete models of solids have been motivated, in large part, by the discontinuous and heterogeneous nature of material structure and its breakdown under loading. The capabilities of discrete models have evolved over the past several decades, offering novel means for investigating material structure–property relationships. However, lack of understanding of both the utilities and disadvantages of discrete models limits their further development and applications. This paper reviews relevant features of discrete approaches applied to modeling the mechanical behavior of geomaterials, concrete materials in particular. The discrete models are classified according to their form and abilities to represent elastic and fracture behaviors in the presence of large-scale material heterogeneity. Discretization of the material domain plays a large role in this respect. Emphasis is placed on particle-based lattice models. The relative merits of various strategies for introducing reinforcing components, which are essential for many applications, are outlined. Recent advances are highlighted, including the use of discrete models for coupled, multi-field analysis. The merits of discrete approaches are summarized in the conclusions.en
dc.formattextcs
dc.format.extent1-28cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofEngineering Fracture Mechanicscs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S0013794421004501cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectDiscrete modelen
dc.subjectLattice modelen
dc.subjectRigid-body–spring modelen
dc.subjectElasticityen
dc.subjectFractureen
dc.titleDiscrete mechanical models of concrete fractureen
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
sync.item.dbidVAV-174120en
sync.item.dbtypeVAVen
sync.item.insts2022.01.03 12:54:49en
sync.item.modts2022.01.03 12:15:16en
dc.coverage.issue1cs
dc.coverage.volume257cs
dc.identifier.doi10.1016/j.engfracmech.2021.108030cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/0013-7944/cs
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen


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Creative Commons Attribution 4.0 International
Except where otherwise noted, this item's license is described as Creative Commons Attribution 4.0 International