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용접방향에 따른 오스트나이트계 스테인리스강(STS304L) 용착금속파단 용접접합부의 내력에 관한 실험적 연구

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dc.contributor.author김태수-
dc.contributor.author이후창-
dc.contributor.author황보경-
dc.contributor.author조태준-
dc.date.accessioned2023-08-16T07:45:52Z-
dc.date.available2023-08-16T07:45:52Z-
dc.date.issued2018-01-
dc.identifier.issn2234-6937-
dc.identifier.issn2287-6979-
dc.identifier.urihttps://scholarworks.bwise.kr/erica/handle/2021.sw.erica/114233-
dc.description.abstract오스테나이트계 스테인리스강은 우수한 내식성, 내구성 및 내화성을 지닌다. 특히, 오스테나이트계 스테인리스강중의 대표인 STS304에 비해 저탄소를 함유하고 있는 STS304L은 현장용접 후 별도의 열처리 없이 높은 내입계부식성능을 지니고 있어 용접후 내입계 부식이 우려되는 부재 접합에 적용할 수 있다. 본 연구에서는 티그(TIG)용접으로 필릿 용접된 STS304L 용접접합부의 용접재(용착금속부) 내력과 파단 메카니즘을 조사하고자 한다. 주요변수인 하중방향에 대한 용접선의 배치에 따라 TFW(하중직각방향 용접), LFW(하중방향용접), FW(하중방향용접과 하중직각방향 용접조합)시리즈의 실험체를 제작하여 인장실험을 실시하였고, 각각 인장파단,전단파단, 블록전단파단(인장파단과 전단파단의 조합)이 발생하였다. 동일 용접길이에 대해 TFW 시리즈의 접합부가 가장 높은 내력을 나타났으며, 현행기준식( KBC2016/AISC2010)과 기존 연구자의 식에 의한 예측내력과 비교한 결과, TFW와 LFW접합부는 과소평가되었고 FW실험체는 과대평가되었다 .실제 파단 위험단면과 블록전단파단 메카니즘을 고려한 내력식을 제안하였다.-
dc.description.abstractAustenitic stainless steels have excellent corrosion resistance, durability and fire resistance. Especially, since STS304L among austenitic types is a low-carbon variation of STS304 and has excellent intergranular corrosion resistance, it can often be used under the welded condition without heat treatment after field welding. This paper investigated ultimate behaviors such as ultimate strength and weld metal fracture mechanism of STS304L fillet-welded connections with TIG(tungsten inert gas) welding through test results. Main variables of specimens are weld length and welding direction against loading. Fracture of specimens are classified into three modes(tensile fracture, shear fracture and block shear fracture). Ultimate strengths were compared according to the welding direction and weld length and TFW series with transverse fillet weld had the highest strength compared with other types(LFW series with longitudinal fillet weld and FW series with all round weld). It is known that current design specifications such as KBC 2016 and AISC2010 underestimated the strength of TFW and LFW specimens and provided unconservative estimates for FW specimens. Finally, strength equations were proposed considering material properties of STS 304L material.-
dc.format.extent9-
dc.language한국어-
dc.language.isoKOR-
dc.publisher한국구조물진단유지관리공학회-
dc.title용접방향에 따른 오스트나이트계 스테인리스강(STS304L) 용착금속파단 용접접합부의 내력에 관한 실험적 연구-
dc.title.alternativeExperimental Study on Strength of Austentic Stainless Steel (STS 304L) Fillet-Welded Connection with Weld Metal Fracture According to Welding Direction-
dc.typeArticle-
dc.publisher.location대한민국-
dc.identifier.doi10.11112/jksmi.2018.22.1.081-
dc.identifier.bibliographicCitation한국구조물진단유지관리공학회 논문집, v.22, no.1, pp 81 - 89-
dc.citation.title한국구조물진단유지관리공학회 논문집-
dc.citation.volume22-
dc.citation.number1-
dc.citation.startPage81-
dc.citation.endPage89-
dc.type.docType정기학술지(Article(Perspective Article포함))-
dc.identifier.kciidART002309194-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClasskci-
dc.subject.keywordAuthor오스트나이트계 스테인리스강(STS304L)-
dc.subject.keywordAuthor용접길이-
dc.subject.keywordAuthor용접방향-
dc.subject.keywordAuthor용착금속파단-
dc.subject.keywordAuthor설계기준-
dc.subject.keywordAuthorAustenitic stainless steel(STS304L)-
dc.subject.keywordAuthorWeld length,-
dc.subject.keywordAuthorWelding direction-
dc.subject.keywordAuthorWeld metal fracture-
dc.subject.keywordAuthorDesign specification-
dc.identifier.urlhttps://db.koreascholar.com/Article/Detail/342353-
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