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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
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?
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
2015 Impact Factor: 1.758
2015 SCImago Journal Rankings: 1.676
ISI Accession Number ID
References

 

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

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