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Article: Effect of non-coaxial plasticity on onset strain localization in soils under 3D stress condition

TitleEffect of non-coaxial plasticity on onset strain localization in soils under 3D stress condition
Authors
KeywordsBifurcation
Non-coaxality
Strain localization
Three-dimensional stress space
Issue Date2006
Publisher《巖土工程學報》編輯部. The Journal's web site is located at http://218.241.156.197/Jwk_ytgcxb/CN/column/column11.shtml
Citation
Yantu Gongcheng Xuebao/Chinese Journal Of Geotechnical Engineering, 2006, v. 28 n. 4, p. 510-515 How to Cite?
AbstractThe non-coaxality of constitutive relationship has strongly influenced the predictions of the inception of strain localization for soils. It was shown that since the classical non-coaxial theory was built only on the basis of 2D coaxial stress space, here a 3D non-coaxial constitutive framework was proposed based on 3D coaxial stress space and employed for predicting the onset of strain localization in soils. Comparisons between numerical predictions and experimental data were also provided. The analytical results showed that a non-coaxial plastic flow theory needed to be incorporated in the classical constitutive model to describe the bifurcation, which would lead to a correct prediction of the state of bifurcation. It was also concluded that because of considering the influence of the third stress invariant on the non-coaxality, the bifurcation analysis based on 3D model would get more precise results than that based on 2D model under plane strain conditions.
Persistent Identifierhttp://hdl.handle.net/10722/70875
ISSN
2020 SCImago Journal Rankings: 0.559

 

DC FieldValueLanguage
dc.contributor.authorQian, JGen_HK
dc.contributor.authorHuang, MSen_HK
dc.contributor.authorYang, Jen_HK
dc.date.accessioned2010-09-06T06:26:54Z-
dc.date.available2010-09-06T06:26:54Z-
dc.date.issued2006en_HK
dc.identifier.citationYantu Gongcheng Xuebao/Chinese Journal Of Geotechnical Engineering, 2006, v. 28 n. 4, p. 510-515en_HK
dc.identifier.issn1000-4548en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70875-
dc.description.abstractThe non-coaxality of constitutive relationship has strongly influenced the predictions of the inception of strain localization for soils. It was shown that since the classical non-coaxial theory was built only on the basis of 2D coaxial stress space, here a 3D non-coaxial constitutive framework was proposed based on 3D coaxial stress space and employed for predicting the onset of strain localization in soils. Comparisons between numerical predictions and experimental data were also provided. The analytical results showed that a non-coaxial plastic flow theory needed to be incorporated in the classical constitutive model to describe the bifurcation, which would lead to a correct prediction of the state of bifurcation. It was also concluded that because of considering the influence of the third stress invariant on the non-coaxality, the bifurcation analysis based on 3D model would get more precise results than that based on 2D model under plane strain conditions.en_HK
dc.languageengen_HK
dc.publisher《巖土工程學報》編輯部. The Journal's web site is located at http://218.241.156.197/Jwk_ytgcxb/CN/column/column11.shtmlzh_HK
dc.relation.ispartofYantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineeringen_HK
dc.subjectBifurcationen_HK
dc.subjectNon-coaxalityen_HK
dc.subjectStrain localizationen_HK
dc.subjectThree-dimensional stress spaceen_HK
dc.titleEffect of non-coaxial plasticity on onset strain localization in soils under 3D stress conditionen_HK
dc.typeArticleen_HK
dc.identifier.emailYang, J:junyang@hkucc.hku.hken_HK
dc.identifier.authorityYang, J=rp00201en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-33646862373en_HK
dc.identifier.hkuros116984en_HK
dc.identifier.volume28en_HK
dc.identifier.issue4en_HK
dc.identifier.spage510en_HK
dc.identifier.epage515en_HK
dc.publisher.placeChinaen_HK
dc.identifier.scopusauthoridQian, JG=8340661000en_HK
dc.identifier.scopusauthoridHuang, MS=8293766600en_HK
dc.identifier.scopusauthoridYang, J=35605258800en_HK
dc.identifier.issnl1000-4548-

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