• Title/Summary/Keyword: ICRM

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Image Cut Raman Microscope Study of the Geryong Mountain Chulwha Buncheong Ware (Image Cut Raman Microscope을 사용한 계룡산 철화 분청사기 연구)

  • Lim, Seong-Ho;Kim, Young-Bum;Lee, Byung-Ha
    • Journal of the Korean Ceramic Society
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    • v.47 no.4
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    • pp.312-318
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    • 2010
  • Chulwha pieces collected from Hakbong-ri site in Keryong mountain were studied whether there is reactions or not in each layer to investigate firing condition of glaze, body, Chulwha, engobe of Buncheong ware in the early Chosun Dynasty, 15th~16th Century. As a result of XRD analysis of a Chulwha piece, a main crystal phase was $\alpha$-Quartz and a second was Mullite. It was assumed the firing temperature would be around $1200^{\circ}C$ because a little amount of Mullite was formed in the body and there was no phase transition $\alpha$-Quartz to cristobalite. As a result of ICRM analysis, Chulwha and glaze didn't react and the melted glazes were sunk into the Chunwha particles. The thin layer of glaze was found on the Chulwha layer. As a result, the color of Chulwha layer always came to vivid black. Moreover, Chulwha painting didn't spread over the Buncheong ware, because Chulwha and engobe didn't react. The boundary interface of engobe and body was not clear because they had similar compositions. This shows engobe was composed of more $Al_2O_3$ than body.

Force-Deformation Relationship of Bearing-Type Bolted Connections Governed by Bolt Shear Rupture (볼트 전단파단이 지배하는 지압형식 볼트접합부의 힘-변형 관계)

  • Kim, Dae Kyung;Lee, Cheol Ho;Jin, Seung Pyo;Yoon, Seong Hwahn
    • Journal of Korean Society of Steel Construction
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    • v.27 no.1
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    • pp.1-12
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    • 2015
  • Well-designed bolted connections can exhibit excellent ductile behavior through bearing mechanism until the occurrence of bolt shear rupture. The ultimate strength analysis of eccentric bolted connections is an economical and mechanistic approach which uses such ductility. However, the bolt load-deformation relationship, which forms basis of the current practice, is based on very limited combinations of bolt and steel materials. The primary objective of this study was to establish the general bolt force-deformation relationship based on systematic single-bolt bearing connection tests. The test results showed that the projected area of the bolt hole and the strength and thickness of the plate to be connected are the main factors affecting the force-deformation relationship. The results of this study can be used for the instantaneous center of rotation method (ICRM) to achieve more accurate analysis and economical design of a variety of group-bolted connections subjected to eccentric shear.