Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/24451
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dc.contributor.authorWang, S-
dc.contributor.authorHou, C-
dc.contributor.authorWang, B-
dc.contributor.authorWu, G-
dc.contributor.authorFan, X-
dc.contributor.authorXue, H-
dc.date.accessioned2022-04-16T19:25:21Z-
dc.date.available2022-04-16T19:25:21Z-
dc.date.issued2022-04-04-
dc.identifier.citationWang, S., Hou, C., Wang, B., Wu, G., Fan, X. and Xue, H. (2022) 'Mechanical responses of L450 steel under biaxial loading in the presence of the stress discontinuity', International Journal of Pressure Vessels and Piping, 198, 104662, pp. 1-13. doi: 10.1016/j.ijpvp.2022.104662.en_US
dc.identifier.issn0308-0161-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/24451-
dc.description.abstractThe Lüders plateau behaviour is a phenomenon of stress discontinuity associated with strain localisation which can affect the fracture behaviour of mild steel subjected to plastic strains. Together with experimental studies of biaxial loading tests with digital image correlation (DIC), this work considers the effect of stress discontinuity on the mechanical behaviour of L450 steel subjected to biaxial loading, using the so-called “up-down-up” (UDU) constitutive model in finite element analyses (FEA) of cruciform specimens. The softening modulus of the UDU model and the stress ratio were found to significantly affect the simulated evolution of the Lüders band. A method has been proposed to use appropriate UDU parameters which capture the characters of the Lüders bands in biaxial loading conditions. Based on the selected parameters, the formation of the Lüders bands illustrated in the stress distribution and the Lüders plateau in the force-displacement were studied over the full range of the loading ratio under biaxial loading conditions.en_US
dc.description.sponsorshipInternational Exchanges Programme Scheme project by the Royal Society and National Natural Science Foundation of China (51811530311); Xi’an Jiaotong University State Key Lab for Strengths and Vibration for Mechanical Structures Open Lab Project (SV2017-KF-25); National Natural Science Foundation of China (52075434); Guangdong Basic and Applied Basic Research Foundation (2021A1515110316); China Scholarship Council (201808610225).en_US
dc.format.extent1 - 13-
dc.format.mediumPrint-Electronic-
dc.language.isoen_USen_US
dc.publisherElsevier BVen_US
dc.rightsCopyright © 2022 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (https://creativecommons.org/licenses/by/4.0/).-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectstress discontinuityen_US
dc.subjectbiaxial loadingen_US
dc.subjectLüders banden_US
dc.subjectyieldingen_US
dc.titleMechanical responses of L450 steel under biaxial loading in the presence of the stress discontinuityen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1016/j.ijpvp.2022.104662-
dc.relation.isPartOfInternational Journal of Pressure Vessels and Piping-
pubs.publication-statusPublished-
dc.identifier.eissn1879-3541-
dc.rights.holderThe Authors-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

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