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Article: A phenomenological constitutive model for rocks with shear failure mode

TitleA phenomenological constitutive model for rocks with shear failure mode
Authors
Zhou, GLTham, LGLee, PKKTsui, Y
KeywordsConstitutive model
Localization
Shear band
Shear failure
Strain softening
Issue Date2001
PublisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/3312
Citation
International Journal For Numerical And Analytical Methods In Geomechanics, 2001, v. 25 n. 4, p. 391-414 How to Cite?
DOI: http://dx.doi.org/10.1002/nag.135
AbstractIn this paper, a phenomenological constitutive model is proposed to simulate the stress-strain behaviours of intact rocks with shear failure mode. The model captures a wide range of behaviours of rock material such as elastic, plastic, strain softening, 'Class II', strain localization, elastic modulus degradation, etc. The sensitivity of the stress-strain relation on the parameters is also investigated. Typical results obtained by testing a number of granite and marble specimens are used to validate the proposed model. Copyright © 2001 John Wiley & Sons, Ltd.
Persistent Identifierhttp://hdl.handle.net/10722/71261
ISSN
0363-9061
2023 Impact Factor: 3.4
2023 SCImago Journal Rankings: 1.132
ISI Accession Number ID
WOS:000168376100005
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorZhou, GLen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorLee, PKKen_HK
dc.contributor.authorTsui, Yen_HK
dc.date.accessioned2010-09-06T06:30:23Z-
dc.date.available2010-09-06T06:30:23Z-
dc.date.issued2001en_HK
dc.identifier.citationInternational Journal For Numerical And Analytical Methods In Geomechanics, 2001, v. 25 n. 4, p. 391-414en_HK
dc.identifier.issn0363-9061en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71261-
dc.description.abstractIn this paper, a phenomenological constitutive model is proposed to simulate the stress-strain behaviours of intact rocks with shear failure mode. The model captures a wide range of behaviours of rock material such as elastic, plastic, strain softening, 'Class II', strain localization, elastic modulus degradation, etc. The sensitivity of the stress-strain relation on the parameters is also investigated. Typical results obtained by testing a number of granite and marble specimens are used to validate the proposed model. Copyright © 2001 John Wiley & Sons, Ltd.en_HK
dc.languageengen_HK
dc.publisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/3312en_HK
dc.relation.ispartofInternational Journal for Numerical and Analytical Methods in Geomechanicsen_HK
dc.rightsInternational Journal for Numerical and Analytical Methods in Geomechanics. Copyright © John Wiley & Sons Ltd.en_HK
dc.subjectConstitutive modelen_HK
dc.subjectLocalizationen_HK
dc.subjectShear banden_HK
dc.subjectShear failureen_HK
dc.subjectStrain softeningen_HK
dc.titleA phenomenological constitutive model for rocks with shear failure modeen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0363-9061&volume=25&spage=391 &epage= 414&date=2001&atitle=A+Phenomenological+Constitutive+Model+for+Rocks+with+Shear+Failure+Modeen_HK
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_HK
dc.identifier.emailLee, PKK:hreclkk@hkucc.hku.hken_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.identifier.authorityLee, PKK=rp00141en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1002/nag.135en_HK
dc.identifier.scopuseid_2-s2.0-0035836426en_HK
dc.identifier.hkuros57878en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0035836426&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume25en_HK
dc.identifier.issue4en_HK
dc.identifier.spage391en_HK
dc.identifier.epage414en_HK
dc.identifier.isiWOS:000168376100005-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridZhou, GL=7403686064en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridLee, PKK=24522826500en_HK
dc.identifier.scopusauthoridTsui, Y=7006760586en_HK
dc.identifier.issnl0363-9061-

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