• Title/Summary/Keyword: Dove tail

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A Study on the Bond Strength According to Retention forms when Complete Denture Repaired (총의치 수리시 유지형태에 따른 접착강도에 관한 연구)

  • Choi, Seog-Soon
    • Journal of Technologic Dentistry
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    • v.12 no.1
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    • pp.121-124
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    • 1990
  • The purpose of this study was to evaluate the effect of three different retention forms on the bond strength when complete denture repaired. Total 75 samples were divided into 3 groups(Dove-tail form, bevel form, rabbit form). The completed resin samples were compressed in Instron Testing Machine until gross fracture occurred to examine the effect on the bond strength of resin base. The results of the experiment were as follows : 1. The difference of bond strength according to three retention forms were not statistically significant(P>0.05). 2. Dove-tail form was strongest to bond strength among the three retention forms.

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Study on the replacement of last moving blade at lower pressure turbine (저압 터빈 마지막 단 동익 교체에 대한 고찰)

  • Koo, Jae-Raeyang;Lee, Woo-Kwang;Koo, Woo-Sik;Kim, Yeon-Hwan
    • Proceedings of the KSME Conference
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    • 2003.04a
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    • pp.834-838
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    • 2003
  • Vibration of turbine is concerned with array of last moving blade at lower pressure turbine. When last moving blade at lower pressure turbine was replaced, we must consider mass unbalance problems of blades. If mass unbalance happened at rotor, it is impossible to operate turbine. In this paper, we have how to minimize the mass unbalance problems of last moving blade at lower pressure turbine.

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A Study on the Structural Behavior of the Composite Slabs Using the New Shaped Deck Plate (신형상의 데크플레이트를 이용한 합성슬래브의 구조적 거동에 관한 연구)

  • Kim, Chang Woo;Choi, Sung Mo;Kang, Do An;Kim, Dong Kyu
    • Journal of Korean Society of Steel Construction
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    • v.9 no.4 s.33
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    • pp.589-600
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    • 1997
  • Cold-formed deck sections are used in many composite floor slab applications wherein the steel deck serves not only as the form for the concrete during construction but also as the principal tensile reinforcement for the bottom fiber of the composite slab. This paper provides the results of an experimental study performed for the composite slabs with the new shaped deck plates with the locking ribs, the dove tails, and the powerful embossment, which are the mechanical means to improve positive interlocking effect between the deck and the concrete. A total of 28 specimens are tested to investigate the composite effects between the concrete and metal deck plate. Important parameters in this are the span length, the thickness of the deck plate, support condition, and whether shear studs are placed at each support or not. The test results are summarized for the maximum load and failure behavior for the specimens.

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