Shakedown in frictional contact of discrete elastic systems: A review
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Ahn, Y.J. | - |
dc.contributor.author | Klarbring, A. | - |
dc.contributor.author | Spagnoli, A. | - |
dc.contributor.author | Terzano, M. | - |
dc.date.accessioned | 2022-03-18T04:42:06Z | - |
dc.date.available | 2022-03-18T04:42:06Z | - |
dc.date.created | 2022-03-18 | - |
dc.date.issued | 2022-04-01 | - |
dc.identifier.issn | 0020-7683 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/26755 | - |
dc.description.abstract | When 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.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Elsevier Ltd | - |
dc.title | Shakedown in frictional contact of discrete elastic systems: A review | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Ahn, Y.J. | - |
dc.identifier.doi | 10.1016/j.ijsolstr.2022.111470 | - |
dc.identifier.scopusid | 2-s2.0-85124559813 | - |
dc.identifier.wosid | 000784304100003 | - |
dc.identifier.bibliographicCitation | International Journal of Solids and Structures, v.241 | - |
dc.relation.isPartOf | International Journal of Solids and Structures | - |
dc.citation.title | International Journal of Solids and Structures | - |
dc.citation.volume | 241 | - |
dc.type.rims | ART | - |
dc.type.docType | Review | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Mechanics | - |
dc.relation.journalWebOfScienceCategory | Mechanics | - |
dc.subject.keywordPlus | PROBLEMS SUBJECT | - |
dc.subject.keywordPlus | PLASTICITY | - |
dc.subject.keywordPlus | THEOREMS | - |
dc.subject.keywordPlus | LIMIT | - |
dc.subject.keywordPlus | ATTRACTORS | - |
dc.subject.keywordPlus | RULES | - |
dc.subject.keywordAuthor | Contact | - |
dc.subject.keywordAuthor | Friction | - |
dc.subject.keywordAuthor | Incremental analysis | - |
dc.subject.keywordAuthor | Limit analysis | - |
dc.subject.keywordAuthor | Linear programming | - |
dc.subject.keywordAuthor | Shakedown | - |
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