Detailed Information
Cited 0 time in 
Cited 0 time in 
Cited 0 time in
Metadata Downloads
Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture
Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Lee, HooChang | - |
| dc.contributor.author | Hwang, BoKyung | - |
| dc.contributor.author | Kim, TaeSoo | - |
| dc.date.accessioned | 2023-09-04T05:41:07Z | - |
| dc.date.available | 2023-09-04T05:41:07Z | - |
| dc.date.issued | 2017-07 | - |
| dc.identifier.issn | 0263-8231 | - |
| dc.identifier.issn | 1879-3223 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/114820 | - |
| dc.description.abstract | This study investigates ultimate behaviors such as ultimate strength and weld metal fracture mechanism of austenitic stainless steel (304 type) fillet-welded connections with TIG (tungsten inert gas) welding through experimental method. Main variables of test specimens are weld length and welding direction against applied force. Specimens are fabricated with transverse fillet weld (TFW series), longitudinal fillet weld (LFW series) and full fillet weld FW series against loading direction. Specimens of TFW series, LFW series and FW series failed by tensile fracture, shear fracture and block shear fracture in the weld metal of connections. Test ultimate strengths were compared with predictions based on the design specifications, AISC (American institute of steel construction) and ASCE (American Society of Civil Engineers) and existing researcher's equations. Current design equations underestimated excessively the strength of welded connections with weld metal fracture. Consequently, modified design formula is suggested considering actual fracture path and the effect of stress triaxiality on welded connections and its validation was verified in this paper. © 2017 Elsevier Ltd | - |
| dc.format.extent | 9 | - |
| dc.language | 영어 | - |
| dc.language.iso | ENG | - |
| dc.publisher | Elsevier BV | - |
| dc.title | Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture | - |
| dc.type | Article | - |
| dc.publisher.location | 영국 | - |
| dc.identifier.doi | 10.1016/j.tws.2017.03.008 | - |
| dc.identifier.scopusid | 2-s2.0-85015751851 | - |
| dc.identifier.wosid | 000403855400014 | - |
| dc.identifier.bibliographicCitation | Thin-Walled Structures, v.116, pp 145 - 153 | - |
| dc.citation.title | Thin-Walled Structures | - |
| dc.citation.volume | 116 | - |
| dc.citation.startPage | 145 | - |
| dc.citation.endPage | 153 | - |
| dc.type.docType | 정기학술지(Article(Perspective Article포함)) | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | scie | - |
| dc.description.journalRegisteredClass | scopus | - |
| dc.relation.journalResearchArea | Engineering | - |
| dc.relation.journalResearchArea | Mechanics | - |
| dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
| dc.relation.journalWebOfScienceCategory | Engineering, Mechanical | - |
| dc.relation.journalWebOfScienceCategory | Mechanics | - |
| dc.subject.keywordAuthor | Austenitic stainless steel | - |
| dc.subject.keywordAuthor | Design code | - |
| dc.subject.keywordAuthor | Tungsten insert gas weld | - |
| dc.subject.keywordAuthor | Weld length | - |
| dc.subject.keywordAuthor | Welding direction | - |
| dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S0263823116307790 | - |
- Files in This Item
- Go to Link
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
Related Researcher
- Kim, Tae Soo
- ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)