• Title/Summary/Keyword: H-beam

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Evaporation Characteristics of Materials from an Electron Beam Evaporation Source (전자빔 증발원을 이용한 물질의 증발 특성)

  • Jeong, J.I.;Yang, J.H.;Park, H.S.;Jung, J.H.;Song, M.A.
    • Journal of the Korean institute of surface engineering
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    • v.44 no.4
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    • pp.155-164
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    • 2011
  • Electron beam evaporation source is widely used to prepare thin films by physical vapor deposition because it is very effective to vaporize materials and there is virtually no limit to vaporize materials including metals and compounds such as oxide. In this study, evaporation characteristics of various metals and compounds from an electron beam evaporation source have been studied. The 180 degree deflection type electron beam evaporation source which has 6-hearth crucibles and is capable of inputting power up to 10 kW was employed for evaporation experiment. 36 materials including metals, oxides and fluorides have been tested and described in terms of optimum crucible liner, evaporation state, stability, and so on. Various crucible liners have been tried to find out the most effective way to vaporize materials. Two types of crucible liners have been employed in this experiment. One is contact type liner, and the other is non-contact type one. It has been tried to give the objective information and the most effective evaporation method on the evaporation of materials from the electron beam evaporation source. It is concluded that the electron beam evaporation source can be used to prepare good quality films by choosing the appropriate crucible liner.

An experimental study on th reinforced concrete filled tubular column to steel H-beam connections with outer diaphram by simplified connection type (철근콘크리트충전 강관기둥과 외부다이아프램을 보강한 H형강 보 접합부의 단순모형에 의한 실험연구)

  • 김인덕;최병극;박성무
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.10a
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    • pp.587-596
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    • 1997
  • This study is concerning the structural behavior of reinforced concrete filled tubular column to steel H-beam connections with outer diaphram by simplified connection type. The important parameters of this study are the cross-section shape of tubular column and the spacing of hoop (60mm, 30mm, 20mm) and the concrete filled or not. The experimental results are summarized for the strength and displacement of each specimen.

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