감소된 단면을 가지는 파이프의 좌굴 거동에 관한 연구
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 최동호 | - |
dc.contributor.author | 고영찬 | - |
dc.contributor.author | 임지훈 | - |
dc.date.accessioned | 2022-07-16T10:19:34Z | - |
dc.date.available | 2022-07-16T10:19:34Z | - |
dc.date.created | 2021-05-13 | - |
dc.date.issued | 2013-04 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/162977 | - |
dc.description.abstract | This study presents a theoretical solution of elastic critical buckling load of infinitely long pipelines with non-uniform thickness under external pressure. The solution is derived with an assumption that a cylindrical shell under external pressure can be considered as a simple ring. The eigenfunctions are derived to obtain the critical buckling load for a ring structure with two thickness-reduced regeions. The finite element analysis is performed to verify the theoretical solutions. | - |
dc.language | 한국어 | - |
dc.language.iso | ko | - |
dc.publisher | 한국구조물진단유지관리공학회 | - |
dc.title | 감소된 단면을 가지는 파이프의 좌굴 거동에 관한 연구 | - |
dc.title.alternative | Buckling Analysis of Pipelines with Reduced Cross Section | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | 최동호 | - |
dc.identifier.bibliographicCitation | 한국구조물진단유지관리공학회 2013년 봄 학술발표회 논문집, v.17, no.1, pp.768 - 771 | - |
dc.relation.isPartOf | 한국구조물진단유지관리공학회 2013년 봄 학술발표회 논문집 | - |
dc.citation.title | 한국구조물진단유지관리공학회 2013년 봄 학술발표회 논문집 | - |
dc.citation.volume | 17 | - |
dc.citation.number | 1 | - |
dc.citation.startPage | 768 | - |
dc.citation.endPage | 771 | - |
dc.type.rims | ART | - |
dc.type.docType | Proceeding | - |
dc.description.journalClass | 3 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | other | - |
dc.identifier.url | http://db.koreascholar.com/Article?code=292550 | - |
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