Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/19217
DC FieldValueLanguage
dc.contributor.authorAnastasiadis, Panagiotis S.-
dc.contributor.authorTheotokoglou, Efstathios E.-
dc.contributor.authorMichailides, Constantine-
dc.date.accessioned2020-10-20T10:10:16Z-
dc.date.available2020-10-20T10:10:16Z-
dc.date.issued2020-04-02-
dc.identifier.citationJournal of Structural Integrity and Maintenance, 2020, vol. 5, iss. 2, pp. 72-86en_US
dc.identifier.issn24705314-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/19217-
dc.description.abstractThe present paper examines the case of a metal based unbonded flexible pipe under a number of axial tensile operational loads of varying intensity, expressly focusing on the response of the segments of the pipe’s tensile armour wires that lie inside the pipe’s End-Fitting (EF), with intent to track the development of high stress concentration areas there and assess the stress concentration factors (SCF) involved. Additionally, a parametric study is performed, to identify potential factors that might affect the maximum SCF values measured on these wire segments inside the EF. Based on the parametric study’s findings, an approximate relationship for evaluating the expected maximum SCF on the tensile wire inside the EF is developed. The paper adopts a numerical approach to the problem, based on the development of a two-dimensional finite element model for evaluating the wire’s response to axial tensile operational loads. The model considers both the effects the EF’s assembling procedure and the Factory Acceptance Test (FAT) have on the behavior of wire segments lying inside the EF. An analytical approach is employed as a benchmarking tool of the numerical model’s performance.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Structural Integrity and Maintenanceen_US
dc.rights© Korea Institute for Structural Maintenance and Inspectionen_US
dc.subjectAxial tensile loadsen_US
dc.subjectEnd fittingen_US
dc.subjectFinite elementsen_US
dc.subjectStress concentration factoren_US
dc.subjectTensile armour wireen_US
dc.subjectUnbonded flexible pipeen_US
dc.titleNumerical analysis of stress concentration factors on tensile armour wires inside the end-fitting of an axially tensed unbonded flexible pipeen_US
dc.typeArticleen_US
dc.collaborationNational Technical University Of Athensen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryGreeceen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1080/24705314.2020.1729520en_US
dc.identifier.scopus2-s2.0-85086129460en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85086129460en
dc.contributor.orcid#NODATA#en
dc.contributor.orcid#NODATA#en
dc.contributor.orcid#NODATA#en
dc.relation.issue2en_US
dc.relation.volume5en_US
cut.common.academicyear2019-2020en_US
dc.identifier.spage72en_US
dc.identifier.epage86en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2016-9079-
crisitem.author.parentorgFaculty of Engineering and Technology-
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