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dc.contributor.authorSestak, Petr
dc.contributor.authorCerny, Miroslav
dc.contributor.authorHe, Jianying
dc.contributor.authorZhang, Zhiliang
dc.contributor.authorPokluda, Jaroslav
dc.date.accessioned2019-05-06T13:42:56Z
dc.date.available2019-05-06T13:42:56Z
dc.date.created2016-03-13T16:54:17Z
dc.date.issued2016
dc.identifier.citationActa Materialia. 2016, 109 223-229.nb_NO
dc.identifier.issn1359-6454
dc.identifier.urihttp://hdl.handle.net/11250/2596657
dc.description.abstractPresent ab initio study was focussed on a response of NiTi martensite to a superposition of shear and tensile or compressive stresses acting normally to the shear planes. The theoretically predicted base-centered orthorhombic (BCO) ground-state structure was found unstable under uniaxial compression and two transformations, one from orthorhombic to a monoclinic symmetry and the other back from monoclinic to orthorhombic symmetry, were observed in the computational model. The former transformation shows that the uniaxial compressive stress of about 4 GPa destabilizes the BCO structure by reducing its symmetry to the experimentally observed monoclinic one. However, superposition of small shear stresses remarkably lowers the compressive stress necessary for this destabilization. The latter transformation then draws the crystal lattice to the B19 structure. The theoretical shear strength of NiTi martensite was subsequently computed as a function of the normal stress. The results obtained show that the effect of the normal stress is surprisingly opposite to that calculated for NiTi austenite and other cubic metals, i.e., that the shear strength is lowered by the compressive normal stress and vice versa.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleMultiaxial stress–strain response and displacive transformations in NiTi alloy from first principlesnb_NO
dc.title.alternativeMultiaxial stress–strain response and displacive transformations in NiTi alloy from first principlesnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber223-229nb_NO
dc.source.volume109nb_NO
dc.source.journalActa Materialianb_NO
dc.identifier.doi10.1016/j.actamat.2016.02.043
dc.identifier.cristin1344103
dc.relation.projectNotur/NorStore: NN9110knb_NO
dc.relation.projectNorges forskningsråd: 234130nb_NO
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2016 by Elseviernb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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