• Title/Summary/Keyword: 접합층

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The Errect of Interfacial Structure on the Bonding Strength in ${Al}_{2}{O}_{3}$/304 Joint (${Al}_{2}{O}_{3}$/304스트레인레스강 접합체 계면구조가 접합강도에 미치는 영향)

  • Kim, Byeong-Mu;Gang, Jeong-Yun;Lee, Sang-Rae
    • Korean Journal of Materials Research
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    • v.3 no.3
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    • pp.282-291
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    • 1993
  • Joining ${Al}_{2}{O}_{3}$ and STS 304 stainless steel by active metal brazing method with using CuI Owt % Ti and Cu -7 .5wt % Zr insert metal, their interfaces were analyzed and strength of the joint brazed with Cu-7.5wt % Zr insert metal also investigated with shear strength testing method. In brazing with Cu-lOwt% Ti insert metal, the single reaction layer was formed by the reaction with Ti and ${Al}_{2}{O}_{3}$ at the interface between ${Al}_{2}{O}_{3}$ and insert metal, but the double reaction layer was found in brazing with Cu-7.5wt % Zr insert metal because of the difference of their wettability on the surface of ${Al}_{2}{O}_{3}$. Fracture shear strength about 86MPa was obtained from ${Al}_{2}{O}_{3}$/Cu-7.5wt% Zr/STS 304 stainless steel joint and reasonable strength of the joints is attributed to the formation of double reaction layer at the interface.

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An Analytical Study on Semi-Rigid Connections of 20-Story Braced Steel Structures (20층 가새 철골구조물의 반강접 접합부에 관한 해석적 연구)

  • Kang, Suk-Bong;Kim, Jin-Hyoung
    • Journal of Korean Society of Steel Construction
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    • v.12 no.1 s.44
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    • pp.1-8
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    • 2000
  • In this study, the effect of semi-rigid connections on the structural behavior of 20-story braced steel structure has been investigated utilizing the second-order elastic structural analysis program in which nonlinear behavior of beam-column connections and geometric nonlinearity have been considered. Global effects such as P-delta effect and sway at the top have been studied, as well as distribution of member force and combined stress in structural members as local effects. When the structure subjected to horizontal load and vertical load is equipped with lateral-load resisting system such as braces, replacement of shear connection with semi-rigid connection has not caused any problem in P-delta effect and top lateral displacement. Distribution of member forces resulted in reduction in member size for economic structural design.

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Microstructures and Mechanical Properties of Ti/Steel cladding plates with Ni Insert Metal (Ni 박판을 이용한 Titanium/Steel 클래딩 플래이트 접합부의 미세구조 및 기계적 특성에 관한 연구)

  • 조규원;이창희;도정만;홍경태;변지영
    • Proceedings of the KWS Conference
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    • 2003.05a
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    • pp.204-206
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    • 2003
  • Ti/Steel 클래드 판재를 제조하기 위하여 티타늄과 강판을 직접 접합하는 경우 접합 계면에 취성이 강한 금속간화합물 및 TiC 탄화물이 발생하여 계면접합강도를 저하시키는 단점이 있다. 이러한 단점을 보완하기 위하여 본 연구에서는 티타늄과 강판 사이에 니켈 박판을 삽입한 후 1223-1323K 온도구간에서 접합 실험하였다. 특히, 온도의 변화에 따라 티타늄과 강판의 계면에 발생되는 금속간화합물의 종류 및 반응층의 크기 변화에 따른 기계적 특성을 조사하였다.

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