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Reprint of: Shakedown in frictional contact of discrete elastic systems: A review

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dc.contributor.authorAhn, Y.J.-
dc.contributor.authorKlarbring, A.-
dc.contributor.authorSpagnoli, A.-
dc.contributor.authorTerzano, M.-
dc.date.accessioned2022-07-29T05:40:30Z-
dc.date.available2022-07-29T05:40:30Z-
dc.date.created2022-07-29-
dc.date.issued2022-10-15-
dc.identifier.issn0020-7683-
dc.identifier.urihttps://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/30219-
dc.description.abstractWhen exposed to cyclic quasi-static loading, elastic bodies in contact may develop a favourable condition where slip ceases after a few cycles, an occurrence commonly known as frictional shakedown. If the amplitude of the cyclic load is greater than a so-called shakedown limit, shakedown cannot occur. In this review paper, the validity of shakedown theorems in the context of conforming contacts with à la Coulomb friction is first discussed. Then, an optimisation method for determining the shakedown limit of elastic discrete three-dimensional systems is reviewed. Finally, an incremental Gauss–Seidel algorithm, extended to three-dimensional systems, is here illustrated in details for the first time. The algorithm allows us to describe the transient response of normal-tangential coupled systems under a given cyclic loading scenario, and to determine their possible shakedown depending on the initial conditions. An example concerning a discrete conforming contact problem, where either coupling or uncoupling conditions can be imposed, is illustrated. © 2022 Elsevier Ltd-
dc.language영어-
dc.language.isoen-
dc.publisherElsevier Ltd-
dc.titleReprint of: Shakedown in frictional contact of discrete elastic systems: A review-
dc.typeArticle-
dc.contributor.affiliatedAuthorAhn, Y.J.-
dc.identifier.doi10.1016/j.ijsolstr.2022.111831-
dc.identifier.scopusid2-s2.0-85134216789-
dc.identifier.bibliographicCitationInternational Journal of Solids and Structures, v.253-
dc.relation.isPartOfInternational Journal of Solids and Structures-
dc.citation.titleInternational Journal of Solids and Structures-
dc.citation.volume253-
dc.type.rimsART-
dc.type.docTypeArticle in Press-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.subject.keywordAuthorContact-
dc.subject.keywordAuthorFriction-
dc.subject.keywordAuthorIncremental analysis-
dc.subject.keywordAuthorLimit analysis-
dc.subject.keywordAuthorLinear programming-
dc.subject.keywordAuthorShakedown-
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