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dc.contributor.authorEinstein, Herbert H.
dc.contributor.authorGoncalves da Silva, Bruno Miguel
dc.date.accessioned2016-06-17T20:46:08Z
dc.date.available2016-06-17T20:46:08Z
dc.date.issued2013-07
dc.date.submitted2012-08
dc.identifier.issn0376-9429
dc.identifier.issn1573-2673
dc.identifier.urihttp://hdl.handle.net/1721.1/103151
dc.description.abstractOne of the most successful criteria proposed so far to describe the initiation and propagation of cracks under quasi-static loading in rock-like materials is a stress-based criterion developed by Bobet (Fracture coalescence in rock materials: experimental observations and numerical predictions. Sc. D, Thesis, Massachusetts Institute of Technology, 1997) which is embedded in FROCK, a Displacement Discontinuity code that was developed by the rock mechanics group at MIT. Even though the predictions obtained with this criterion generally correspond to the experimental results, there are cases in which the quasi-static crack propagation results obtained with FROCK are not satisfactory. For this reason, a qualitative study using the Finite Element code, ABAQUS, was conducted to analyze stress-, strain- and energy-based criteria used for modeling crack development. Based on the ABAQUS relative quantitative analysis, it was found that the strain- and stress-based criteria may be more appropriate than the energy-based criterion to model quasi-static crack development. Thus, a strain-based and a normal stress-dependent criterion were implemented in FROCK. The cracking patterns obtained with these proposed criteria were compared with those obtained using Bobet’s original stress-based criterion and with experimental observations made in molded gypsum specimens. The proposed strain-based criterion implemented in FROCK appeared to yield better results than Bobet’s stress-based criterion. The influence of the friction angle (φ) on the cracking patterns was studied with the proposed normal stress-dependent criterion and showed that friction angles closer to 0[superscript ∘] yielded the best results, which may indicate that, at least for the microscale, the critical shear stress at which rock fails does not depend upon the normal stresses applied.en_US
dc.publisherSpringer Netherlandsen_US
dc.relation.isversionofhttp://dx.doi.org/10.1007/s10704-013-9866-8en_US
dc.rightsCreative Commons Attribution-Noncommercial-Share Alikeen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/4.0/en_US
dc.sourceSpringer Netherlandsen_US
dc.titleModeling of crack initiation, propagation and coalescence in rocksen_US
dc.typeArticleen_US
dc.identifier.citationGonçalves da Silva, Bruno, and Herbert H. Einstein. “Modeling of Crack Initiation, Propagation and Coalescence in Rocks.” International Journal of Fracture 182.2 (2013): 167–186.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.contributor.mitauthorGoncalves da Silva, Bruno Miguelen_US
dc.contributor.mitauthorEinstein, Herbert H.en_US
dc.relation.journalInternational Journal of Fractureen_US
dc.eprint.versionAuthor's final manuscripten_US
dc.type.urihttp://purl.org/eprint/type/JournalArticleen_US
eprint.statushttp://purl.org/eprint/status/PeerRevieweden_US
dc.date.updated2016-05-23T12:07:11Z
dc.language.rfc3066en
dc.rights.holderSpringer Science+Business Media Dordrecht
dspace.orderedauthorsGonçalves da Silva, Bruno; Einstein, Herbert H.en_US
dspace.embargo.termsNen
dc.identifier.orcidhttps://orcid.org/0000-0003-4074-4736
mit.licenseOPEN_ACCESS_POLICYen_US


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