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dc.contributor.authorShou, Yundong
dc.contributor.authorZhang, Jianwei
dc.contributor.authorBerto, Filippo
dc.date.accessioned2022-05-10T11:14:40Z
dc.date.available2022-05-10T11:14:40Z
dc.date.created2020-06-30T21:55:42Z
dc.date.issued2020
dc.identifier.citationFrattura ed Integrità Strutturale. 2020, 14 (53), 434-445.en_US
dc.identifier.issn1971-8993
dc.identifier.urihttps://hdl.handle.net/11250/2995037
dc.description.abstractIn this paper, a novel coupled elastoplastic damage model for coal-rock is proposed to predict the deformation and potential disaster in coal mining. The conditions of small deformation and thermodynamic potential are considered, as well as the coupling of damage evolution process with the plastic deformation and the plastic hardening of coal-rock. Based on the theory of damage mechanics, the formulas of damage evolution, plastic yield and plastic potential of coal-rock are deduced theoretically. In addition, triaxial compression tests of coal-rock under the different confining stresses are conducted to reveal the law of deviatoric stress and strain. Based on the experimental data, the control parameters of the coupled elastoplastic damage model of coal-rock are determined. The theoretical results obtained from the coupled elastoplastic damage model for coal-rock agree well with those from the experiment. The proposed model is reasonable to predict the deformation of coal-rock.en_US
dc.language.isoengen_US
dc.publisherGruppo Italiano Fratturaen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleExperimental and analytical investigation on the coupled elastoplastic damage model of coal-rocken_US
dc.title.alternativeExperimental and analytical investigation on the coupled elastoplastic damage model of coal-rocken_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.pagenumber434-445en_US
dc.source.volume14en_US
dc.source.journalFrattura ed Integrità Strutturaleen_US
dc.source.issue53en_US
dc.identifier.doi10.3221/IGF-ESIS.53.34
dc.identifier.cristin1817998
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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