• 제목/요약/키워드: bond characteristics

검색결과 706건 처리시간 0.032초

선택적 레이저 용융 그리고 전통적인 주조 기술에 의해 제조된 Co-Cr 합금에 대한 전장용 세라믹의 전단 결합 강도 비교 (Comparison of Shear Bond Strength of Veneer Ceramics to Co-Cr Alloys Produced by Selective Laser Melting and Casting Technique)

  • 홍민호
    • 한국산학기술학회논문지
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    • 제21권12호
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    • pp.434-439
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    • 2020
  • 최근, 치과 산업에서 레이저를 열원으로 합금을 제조하는 선택적 레이저 용융법(Selective laser melting, SLM)이 소개되고 있다. 하지만 SLM으로 제작된 금속-세라믹 수복물에 대한 연구가 부족한 실정이다. 따라서 본 연구의 목적은 SLM 그리고 CAST(casting)에 의해 제조된 Co-Cr 합금의 금속-세라믹(metal-ceramic) 결합 강도(bond strength)를 평가하는 것이다. SLM 그리고 CAST 방법을 사용하여 Co-Cr 시편을 제조하고 세라믹을 소결하여 시료를 제작하였다. 연구의 실험은 표본 준비 및 분석을 통해 2020년 1월부터 6월까지 수행되었다. 금속-세라믹 결합 강도는 만능 시험기에 의해 측정되었다. 부착 세라믹의 면적분(The area fraction of adherence ceramic, AFAC)은 SEM/EDS로 시편의 Si 함량을 측정하였다. 금속-세라믹 결합 강도 및 AFAC 결과는 t-test를 사용하여 분석하였다(α = .05). SLM 그리고 CAST Co-Cr 합금 사이의 결합 강도에 대해서는 유의한 차이가 발견되지 않았다(P>.05). SLM은 CAST 그룹보다 많은 세라믹 부착성(ceramic adherence)을 나타냈다(P<.001). 세라믹과 합금의 결합 강도는 제조 방법엥 영향을 받지 않았다. 그러나 SLM은 더 우수한 세라믹 부착성을 보였다. 이는 향후 임플란트 상부 보철물 제작에도 SLM으로 제작한 합금이 사용 가능한 것을 시사한다. CAST 방식의 단점을 극복하고 시간과 비용을 절약할 수 있을 것으로 기대된다.

철근부식상태에 따른 철근콘크리트 보의 슬립특성 (Slip Characteristics of Reinforced Concrete Beams to Corroded Steel State)

  • 권영웅;최봉섭;정용식
    • 콘크리트학회논문집
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    • 제11권6호
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    • pp.129-135
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    • 1999
  • Reinforced concrete structures are constructed under the basic assumption of perfect bonding between steel and concrete. The corrosion of steel in the reinforced concrete beams results in the excessive cracks and gradual deterioration of concrete. This paper are concerned about the slip characteristics of reinforced concrete between steel and concrete. The accelerated test by external power supply was conducted with the three corrosion rates in the laboratory. As a result, it was obtained as follows: (1) the yield strength of steel was reduced according to corrosion states. (2) the equivalent steel area should be considered for detailed analysis. (3) According to the use of corroded steel or not, slip amounts between concrete and steel in test beams increased as the corrosion rate increased. These results can be explained from the bond loss between concrete and steel in test beams.

자동변속기의 변속과도특성 해석 (Shift-transient characteristics of an automatic transmission)

  • 장효환;전윤식
    • 대한기계학회논문집A
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    • 제22권3호
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    • pp.654-662
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    • 1998
  • Shift quality of an automatic transmission in a vehicle is mainly affected by transient pressures in the hydraulic system during shifting. In this study, dynamic modelings of the hydraulic system and the power train of an automatic transmission are made systematically by a bond-graph method. The dynamic characteristics of the line pressures and clutch/brake pressures during shiftings are investigated by simulations and verified by experiments. The effects of clutch/brake pressures on the shift torque are also investigated through driving simulation.

Comparison of Protein Internal Motion by Inter-helical Motional Correlations and Hydrogen Bond Ratio

  • Kim, Byoung-Kook;Yoon, Chang-No
    • 한국생물정보학회:학술대회논문집
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    • 한국생물정보시스템생물학회 2005년도 BIOINFO 2005
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    • pp.305-310
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    • 2005
  • Internal motion of the protein has been described in many papers with C$_{\alpha}$ correlation coefficients to find motional correlation and functional characteristics. To describe the secondary structural motion and stability in protein, we have studied molecular dynamics (MD) simulations on FADD Death Domain and FADD Death Effector Domain which have a similar structure but have different functional characteristics. After 10ns MD simulations, the inter-helical motional correlations and the hydrogen bond ratios were compared between the two domains. From these data we could distinctly compare the internal motions of them and could explain the differences in experimental thermodynamic melting behaviors at molecular level.

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플래즈머용사에 의한 세라믹 코팅 강재의 음향방출 특성 (Acoustic Emission Characteristics of Ceramic Coated Steel by Plasma Spraying)

  • 김귀식
    • 동력기계공학회지
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    • 제2권3호
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    • pp.49-54
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    • 1998
  • This paper is investigated of hardness and adhesiveness of plasma sprayed coating steels by AE(Acoustic Emission) testing when loading a tensile. AE Parameters used are Event, Count, Energy and Amplitude. Test specimens are carbon steel(S45C) with sprayed coating layers of Ni-4.5wt.%Al(bond coating) and $TiO_2$(top coating), and carry out heat treatment at $800^{\circ}C\;and\;1000^{\circ}C$, respectively. The micro-hardness of the heat treatment specimen have been improved more than that of non-heat treatment. On the tensile test, the process and occurence of the exfoliation of the sprayed coating layer can be estimated by AE Characteristics of AE parameters, such as event, count, amplitude and energy, on the layer exfoliation are shown the similar aspects. The exfoliation of bond coating occure at about 20% of strain and top coating is about 5% of strain.

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음향방출 특성을 이용한 콘크리트 부재종류 및 하중상태에 따른 균열손상 연구 (Identification of Damage Characteristics for the Cracking of Concrete Strcuture Using Acoustic Emission)

  • 오병환;권일범;김응재;김광수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.543-546
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    • 1999
  • The purpose of the present study is to identify the damage characteristics of concrete structures due to cracking by employing the acoustic emission techniques. A comprehensive experimental study has been done. The cracking damages under tensile and flexural loadings have been identified and the bond damage between steel and concrete have been also characterized. It is seen that the amplitudes and energy level of AE events is found to be smaller for bond cracking damages and larger for tensile cracking damages. The characteristic equations of the AE events for various cracking damages have been proposed based on the present test data. The internal microcracks are progressively developed ahead of a visible actual crack and the present study clearly exhibits thses damage mechanism for various types of cracking in concrete. The present study provides very useful data which can be used to identify the various types of cracking damages in concrete structures. This will allow very efficient maintenance of concrete structures through monitoring of internal cracking based on acoustic emission.

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FRP-콘크리트 계면의 부착모델 II : 부착특성 (Bond-Slip Model for FRP-Concrete Interface II: Characteristics of Adhesive Joint)

  • 조정래;조근희;박영환;박종섭;유영준;정우태
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.902-907
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    • 2003
  • Substantial experimental and theoretical work exists on the bond characteristics of FRP-concrete adhesive joints. Analytic solutions based on fracture mechanics are most commonly accepted for theoretical work on joint. The solutions may be derived for the simple form of the shear strees-slip curve. And it is difficult to determine the model parameters consisting the curve. In this study, the bilinear curve with softening branch is introduced. The model parameters are determined by the method described by the companion paper with comparison of test results. There are many uncertainties in the test results of CFRP sheet adhesive joints, so that test results used for the construction of the regression problem should be reasonably selected.

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고강도 프리텐션 프리스트레스트 콘크리트 부재 단부 영역에서의 PS 강연선 부착특성 연구 (Bond Characteristics of PS Strand around the End Zones of High Strength Pretensioned Prestressed Concrete Members)

  • 김동백;김의성
    • 한국안전학회지
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    • 제15권3호
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    • pp.102-107
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    • 2000
  • The extensive use of pretensioned prestressed concrete in the modem construction industry, together with wider application of pretensioned components for structural purposes requires some important consideration on the adequate transfer of prestress force into the concrete, especially around the end zones of pretensioned member. The main objective of this paper is to study the effects of various important parameters on the bond characteristics of prestressing strand around the end zone of high strength pretensioned concrete members. To this end, a comprehensive experimental program has been set up. The principal test variables considered were strand diameter, concrete strength, concrete cover size. The present study provides valuable test data for the realistic and accurate determination of transfer length, which can be efficiently used for improving the design equation of transfer length in pretensioned prestressed concrete members.

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Mechanical characteristics of hollow shear connectors under direct shear force

  • Uenaka, Kojiro;Higashiyama, Hiroshi
    • Steel and Composite Structures
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    • 제18권2호
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    • pp.467-480
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    • 2015
  • The steel-concrete composite decks have high fatigue durability and deformability in comparison with ordinary RC slabs. Withal, the steel-concrete composite deck is mostly heavier than the RC slabs. We have proposed herein a new type of steel-concrete composite deck which is lighter than the typical steel-concrete composite decks. This can be achieved by arranging hollow sectional members as shear connectors, namely, half-pipe or channel shear connectors. The present study aims to experimentally investigate mechanical characteristics of the half-pipe shear connectors under the direct shear force. The shear bond capacity and deformability of the half-pipe shear connectors are strongly affected by the thickness-to-diameter ratio. Additionally, the shear strengths of the hollow shear connectors (i.e. the half-pipe and the channel shear connectors) are compared. Furthermore, shear capacities of the hollow shear connectors equivalent to headed stud connectors are also discussed.

유압 트랜스미션의 본드선도 모델링 및 시뮬레이션 (Computer Aided Bondgraphs Modeling and Simulation of Hydrostatic Transmission)

  • 우성우;박래석;이종길
    • 한국정밀공학회지
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    • 제13권12호
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    • pp.54-62
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    • 1996
  • To get the time response characteristics of the hydrostatic transmission, seaborne winch is modelde by using bond graphs. After modeling of its basic elements, it is represented as power flow, and the determination of variable causality. The state equations are derived by using CAMP. As dynamic stabilites and solutions are investigated by perturbation method and direct integration, winch system is stable. Simulations are performed under the conditions of low speed, high speed, and maximum tension. The pressure and flow rate of the hydrostatic transmission have a big overshoot. But when it is comparaed to the empirical data with simulation results, it is similar to each other. When a lead compensator is applied to improve response characteristics of the hydrostatic transmission, rise time and overshoot of the system are improved.

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