Strength of channel bolted connection with austenitic stainless steel (304 type)
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim TaeSoo | - |
dc.contributor.author | Kim MinSeong | - |
dc.contributor.author | Cho TaeJun | - |
dc.date.accessioned | 2024-01-24T05:31:19Z | - |
dc.date.available | 2024-01-24T05:31:19Z | - |
dc.date.issued | 2015-09 | - |
dc.identifier.issn | 1598-2351 | - |
dc.identifier.issn | 2093-6311 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/118025 | - |
dc.description.abstract | Stainless steel has been widely utilized as structural materials of building due to significant characteristics in its superior corrosion resistance, durability, aesthetic appeal etc. Recently, experimental and numerical studies of structural behaviors and curling (out-of-plane deformation) influence for single shear bolted connection fabricated with thin-walled plane plates have been performed by Kim T.S. In this paper, finite element analysis (FEA) has been conducted based on the existing test result of channel bolted connections in austenitic stainless steel. The validation of numerical approach was verified to predict the structural behaviors of bolted connections such as fracture mode, ultimate strength and curling occurrence. Curling also occurred in the channel bolted connections with a long end distance like bolted connections assembled with plane plates. The curling reduced the ultimate strength and ultimate strength reduction caused by curling has been estimated quantitatively through the strength comparison of analysis results of FEA models with free edge and restrained curling. Additional parametric analysis for FEA models with extended variables has been performed. Therefore, the ultimate strengths were compared with current design strengths and modified strength formulae for channel bolted connections considering curling effect were proposed. | - |
dc.format.extent | 13 | - |
dc.language | 영어 | - |
dc.language.iso | ENG | - |
dc.publisher | 한국강구조학회 | - |
dc.title | Strength of channel bolted connection with austenitic stainless steel (304 type) | - |
dc.type | Article | - |
dc.publisher.location | 대한민국 | - |
dc.identifier.doi | 10.1007/s13296-015-9017-3 | - |
dc.identifier.scopusid | 2-s2.0-84944326024 | - |
dc.identifier.wosid | 000363066400017 | - |
dc.identifier.bibliographicCitation | International Journal of STEEL STRUCTURES, v.15, no.3, pp 719 - 731 | - |
dc.citation.title | International Journal of STEEL STRUCTURES | - |
dc.citation.volume | 15 | - |
dc.citation.number | 3 | - |
dc.citation.startPage | 719 | - |
dc.citation.endPage | 731 | - |
dc.identifier.kciid | ART002037255 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordAuthor | austenitic stainless steel | - |
dc.subject.keywordAuthor | bearing action | - |
dc.subject.keywordAuthor | block shear fracture | - |
dc.subject.keywordAuthor | channel bolted connection | - |
dc.subject.keywordAuthor | curling | - |
dc.subject.keywordAuthor | finite element analysis | - |
dc.subject.keywordAuthor | strength reduction | - |
dc.identifier.url | https://www.scopus.com/record/display.uri?eid=2-s2.0-84944326024&origin=inward&txGid=50a99bd73841b6a756e846d93b03909e | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
55 Hanyangdeahak-ro, Sangnok-gu, Ansan, Gyeonggi-do, 15588, Korea+82-31-400-4269 sweetbrain@hanyang.ac.kr
COPYRIGHT © 2021 HANYANG UNIVERSITY. ALL RIGHTS RESERVED.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.