Efficient elastic stress analysis method for piping system with wall-thinning and reinforcement
DC Field | Value | Language |
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dc.contributor.author | Kim, Ji-Su | - |
dc.contributor.author | Jang, Je-Hoon | - |
dc.contributor.author | Kim, Yun-Jae | - |
dc.date.accessioned | 2022-03-02T14:42:25Z | - |
dc.date.available | 2022-03-02T14:42:25Z | - |
dc.date.created | 2022-03-02 | - |
dc.date.issued | 2022-02 | - |
dc.identifier.issn | 1738-5733 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/137513 | - |
dc.description.abstract | A piping system stress analysis need to be re-performed for structural integrity assessment after reinforcement of a pipe with significant wall thinning. For efficient stress analysis, a one-dimensional beam element for the wall-thinned pipe with reinforcement needs to be developed. To develop the beam element, this work presents analytical equations for elastic stiffness of the wall-thinned pipe with reinforcement are analytically derived for axial tension, bending and torsion. Comparison with finite element (FE) analysis results using detailed three-dimensional solid models for wall-thinned pipe with reinforcement shows good agreement. Implementation of the proposed solutions into commercial FE programs is explained. (c) 2021 Korean Nuclear Society, Published by Elsevier Korea LLC. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/). | - |
dc.language | English | - |
dc.language.iso | en | - |
dc.publisher | KOREAN NUCLEAR SOC | - |
dc.subject | PREDICT FAILURE STRENGTH | - |
dc.subject | STEEL PIPELINES | - |
dc.subject | STRAIGHT PIPE | - |
dc.subject | PRESSURE | - |
dc.subject | CYLINDERS | - |
dc.subject | BEHAVIOR | - |
dc.subject | LENGTH | - |
dc.subject | CRACKS | - |
dc.subject | DEFECT | - |
dc.title | Efficient elastic stress analysis method for piping system with wall-thinning and reinforcement | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Kim, Yun-Jae | - |
dc.identifier.doi | 10.1016/j.net.2021.08.026 | - |
dc.identifier.scopusid | 2-s2.0-85113685542 | - |
dc.identifier.wosid | 000752500200014 | - |
dc.identifier.bibliographicCitation | NUCLEAR ENGINEERING AND TECHNOLOGY, v.54, no.2, pp.732 - 740 | - |
dc.relation.isPartOf | NUCLEAR ENGINEERING AND TECHNOLOGY | - |
dc.citation.title | NUCLEAR ENGINEERING AND TECHNOLOGY | - |
dc.citation.volume | 54 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 732 | - |
dc.citation.endPage | 740 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.identifier.kciid | ART002809194 | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Nuclear Science & Technology | - |
dc.relation.journalWebOfScienceCategory | Nuclear Science & Technology | - |
dc.subject.keywordPlus | PREDICT FAILURE STRENGTH | - |
dc.subject.keywordPlus | STEEL PIPELINES | - |
dc.subject.keywordPlus | STRAIGHT PIPE | - |
dc.subject.keywordPlus | PRESSURE | - |
dc.subject.keywordPlus | CYLINDERS | - |
dc.subject.keywordPlus | BEHAVIOR | - |
dc.subject.keywordPlus | LENGTH | - |
dc.subject.keywordPlus | CRACKS | - |
dc.subject.keywordPlus | DEFECT | - |
dc.subject.keywordAuthor | Elastic stiffness | - |
dc.subject.keywordAuthor | Wall-thinned pipe with reinforcement | - |
dc.subject.keywordAuthor | Efficient piping system stress analysis | - |
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