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Shakedown limit loads for elbows under internal pressure and cyclic in-plane bending

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dc.contributor.authorOh, Chang-Sik-
dc.contributor.authorKim, Yun-Jae-
dc.contributor.authorPark, Chi-Yong-
dc.date.accessioned2021-09-09T07:55:11Z-
dc.date.available2021-09-09T07:55:11Z-
dc.date.created2021-06-10-
dc.date.issued2008-06-
dc.identifier.issn0308-0161-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/123472-
dc.description.abstractThis paper presents elastic, shakedown and plastic limit loads for 90 degrees elbows under constant internal pressure and cyclic in-plane bending, via finite element (FE) analysis. Effects of the elbow geometry (the bend radius to mean radius ratio and the mean radius-to-thickness ratio) and of the large geometry change are systematically investigated. By normalizing the in-plane bending moment by the plastic limit load solution of Calladine, the shakedown diagram is found to be close to unity up to a certain value of normalized pressure (normalized with respect to the limit pressure) and then to decrease almost linearly with increasing normalized pressure. The value up to which shakedown limit loads remain constant depends on the elbow geometry and the large geometry change effect. Effects of the elbow geometry and the large geometry change on shakedown diagrams are discussed. (c) 2007 Elsevier Ltd. All rights reserved.-
dc.languageEnglish-
dc.language.isoen-
dc.publisherELSEVIER SCI LTD-
dc.subjectPIPING BRANCH JUNCTIONS-
dc.subjectCYLINDER-CYLINDER INTERSECTION-
dc.subjectPIPE BENDS-
dc.subjectREFERENCE STRESSES-
dc.subjectPLASTIC COLLAPSE-
dc.subjectMOMENT-
dc.subjectCREEP-
dc.subjectTUBES-
dc.subjectRUPTURE-
dc.titleShakedown limit loads for elbows under internal pressure and cyclic in-plane bending-
dc.typeArticle-
dc.contributor.affiliatedAuthorKim, Yun-Jae-
dc.identifier.doi10.1016/j.ijpvp.2007.11.009-
dc.identifier.scopusid2-s2.0-42649131053-
dc.identifier.wosid000256607000007-
dc.identifier.bibliographicCitationINTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, v.85, no.6, pp.394 - 405-
dc.relation.isPartOfINTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING-
dc.citation.titleINTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING-
dc.citation.volume85-
dc.citation.number6-
dc.citation.startPage394-
dc.citation.endPage405-
dc.type.rimsART-
dc.type.docTypeArticle; Proceedings Paper-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalWebOfScienceCategoryEngineering, Multidisciplinary-
dc.relation.journalWebOfScienceCategoryEngineering, Mechanical-
dc.subject.keywordPlusPIPING BRANCH JUNCTIONS-
dc.subject.keywordPlusCYLINDER-CYLINDER INTERSECTION-
dc.subject.keywordPlusPIPE BENDS-
dc.subject.keywordPlusREFERENCE STRESSES-
dc.subject.keywordPlusPLASTIC COLLAPSE-
dc.subject.keywordPlusMOMENT-
dc.subject.keywordPlusCREEP-
dc.subject.keywordPlusTUBES-
dc.subject.keywordPlusRUPTURE-
dc.subject.keywordAuthorelbows-
dc.subject.keywordAuthorfinite element analysis-
dc.subject.keywordAuthorshakedown limit load-
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