• 한국정밀공학회지
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• 제10권1호
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• pp.147-152
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• 1993

The lapping characteristics of single crystal diamond are studied by considering the crystallographic anisotropy. It is introduced for lapping method to identify crystallographic orientantion by the X-ray diffraction and to measure lapping force ratio, lapping temperature and lapping wear. Diamound bonded wheels are used for lapping under dry condition. On the lapping {110} and {100} planes, it shows remarkable crystallographic anistropy. The lapping force ratio, temperature and wear become gerater with sliding direction along the <100> than along <110>. The results also show that the wear of diamond is influenced by mechanical work(tangential lapping force * lapping distance) as well by lapping speed.

• 지질공학
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• 제18권4호
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• pp.447-457
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• 2008

절리면의 거칠기, 충전물 등의 공학적 특성과 활동면 경사, 수압하중을 고려하여 암반사면의 파괴거동을 고찰하고 파괴시기를 예측하기 위하여 모형실험이 수행되었다. 절리면 거칠기는 폭, 길이, 높이 등을 고려하여 톱니형으로 제작하였다. 충전물은 거칠기의 돌출부 높이에 대하여 일정한 충전물두께를 유지하는 방식으로 0에서 돌출부 높이의 1.2배까지 증가시켰다. 수압증가에 따른 사면의 거동양상을 파악하기 위해서는 인장균열에 완전히 가해질 수 있는 수압을 100%로 하여 0.5%/min 및 1%/min의 속도로 0%에서 파괴 시 까지 수압하중을 증가시켰다. 모형실험은 활동면 경사각 $30^{\circ}$와 $35^{\circ}$에서 각각 거칠기, 충전물 두께, 수압하중증가 등의 조합을 변화시키면서 총 50회 수행하였다. 모형실험결과 절리면의 거칠기가 없는 경우의 파괴거동 양상은 수압하중 증가 조건과 충전물의 유무에 관계없이 선형 변위거동으로 나타나는 것이 특징적이다. 거칠기가 존재할 경우에는 충전물 두께가 거칠기 높이보다 낮을 때 계단형 변위거동이, 거칠기 높이 이상일 때 지수형 변위거동이 특징적이다. 이는 충전물 두께가 거칠기의 높이를 넘어서면 절리면의 거동특성이 충전물의 공학적 특성에 좌우되기 때문인 것으로 판단된다. 파괴를 유발하는 수압하중의 크기는 절리면의 거칠기가 증가함에 따라 증가한다. 충전물의 두께가 증가할수록 거칠기의 영향이 작아져 파괴 시 수압하중은 감소한다 파괴가 임박한 시점에서 3차 크립 형태의 변위거동을 보이는 지수형의 경우에는 inverse velocity를 이용한 파괴시기 예측이 가능한 것으로 판단된다. 다만 실험에서 나타난 거동특성이 완전한 지수형이 아니고 계단형과 지수형의 중간형태로 나타나는 경우가 대부분이므로 정확한 파괴시기 예측을 위해서는 다수에 걸친 파괴시간 추정이 필요할 것으로 사료된다.

• 한국환경복원기술학회지
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• 제12권2호
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• pp.106-113
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• 2009

In this study, stability of the new gabion system with vegetation base materials was analysed. New gabion system with vegetation base materials is a new approach which has been developed to achieve lope stabilization and revegetation of forest road cut-slope by making the best use of advantages of gabion systems with vegetation base materials. Results from stability analysis are as follows. For the soil density, the angle of internal friction and unit weight of the rock fill was assumed to be $1.90g/cm^3$, $30^{\circ}$ and $2.30t/m^3$, respectively, the slope stability analysis showed that the new gabion system couldn't require any poles to fix it up, and could keep stable during both rainy and dry seasons. As the results of checks against overturning and sliding, the retaining wall with. the new gabion system could produce suitable factors of safety for overturning and sliding. Vegetation established on the surface of the new gabion systems indirectly can help to increase slope stability by prevention of surface erosion. Consequently, the new gabion system with vegetation base materials could achieve the desired effect on slope stabilization as much as existing gab ion system could do, and could promote rapid establishment of vegetation on cut-slopes.

• 한국추진공학회지
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• 제18권4호
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• pp.67-73
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• 2014

고온고압의 밸브에서 연소가스의 유입을 방지하는 흑연 씰은 밸브 축의 구동으로 인한 마찰 및 마모에 노출된다. 흑연 씰의 마모로 인해 고온 가스 제어가 불가능해지기 때문에 씰의 마모 특성을 예측하는 것은 매우 중요하다. 본 논문은 비마모율을 마모 특성에 대한 척도로 설정하고 접촉하중, 미끄럼 속도, 온도 등을 변수로 하여 흑연의 왕복동 마모 시험을 수행하였다. 반응표면분석법에 근거하여 실험계획을 정립하고 시험 결과에 대하여 분산분석법을 통하여 유효한 수학적 모델을 제시하였다. 또한, 마모된 표면의 SEM 분석을 통해 특정 조건에서의 마모 메커니즘을 분석하고 비교하였다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1999년도 하계학술대회 논문집 A
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• pp.455-457
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• 1999

In this paper, the wearing characteristics of current collecting shoes, interruption phenomena and contact resistances between collecting shoes and conductor rails are established as design parameters for development of the third rail current collector. An experimental analysis for established design parameters is performed as the materials of current collector shoe, contact force, sliding velocity and contact condition(dry/wet condition) between current collectors shoe and conductor rails. As a result of this study, the magnitude of contact force is in proportion to the amount of wear in the collecting shoe, but is in inverse proportion to the interruption and contact resistance between the collecting shoe and the conductor rail. And optimal values of design parameters are pre sented through analyzing the experimental results of the amount of wear, interruption and contact resistance.

• 대한치과교정학회지
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• 제49권1호
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• pp.21-31
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• 2019

Objective: This study was performed to explore the effect of different bracket, archwire, and ligature combinations on resistance to sliding (RS) and rotational control in first-order angulation. Methods: Three types of brackets (multi-level low friction [MLF], self-ligating, and conventional brackets) coupled with four nickel-titanium archwires (0.012, 0.014, 0.016, and 0.018-inch diameter) and two stainless steel ligatures (0.20 and 0.25 mm) were tested in different first-order angulations ($0^{\circ}$, $2^{\circ}$, $4^{\circ}$, $6^{\circ}$, $8^{\circ}$, $10^{\circ}$, $15^{\circ}$, $20^{\circ}$) by using an Instron universal mechanical machine in the dry state at room temperature. RS value was evaluated and compared by one-way ANOVA. Results: Under the same angulation, the RS values showed the following order: conventional brackets > MLF brackets > self-ligating brackets. The RS was the highest for conventional brackets and showed a tendency to increase. The RS for MLF brackets coupled with thinner archwires and ligatures showed a similar tendency as the RS for the self-ligating bracket. In contrast, the RS for MLF brackets coupled with thicker archwires and ligatures increased like that for conventional brackets. MLF brackets showed the greatest range of critical contact angles in first-order angulation. Conclusions: The RS in first-order angulation is influenced by bracket design, archwire, and ligature dimension. In comparison with self-ligating and conventional brackets, MLF brackets could express low friction and rotational control with their greater range of critical contact angles.

• 한국세라믹학회지
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• 제42권2호
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• pp.88-93
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• 2005

아크 이온 플레이팅과 스퍼터로 구성된 하이브리드 시스템을 이용하여 다성분계 Ti-Al-Si-N 코팅막을 WC-Co 기판에 증착하였다. 증착시 Si 함량을 변화시켜 코팅막의 마모특성에 Si 함량이 미치는 영향에 대하여 조사하였다. 마모 특성을 관찰하기 위하여 Ti-Al-Si-N 코팅막이 증착된 WC-Co 원판에 3N의 하중, 0.1 m/s의 속도로 볼 온 디스크(ball-on-disk) 형태의 마모시험기를 이용하여 건식 마모 실험을 하였다. 상대재로는 스틸볼과 지르코니아볼을 사용하였다. 상대재가 스틸볼의 경우 Ti-Al-Si-N 코팅막의 마찰계수가 Ti-Al-N 코팅막의 마찰계수보다 낮게 나타났다 이는 Si가 첨가되어 마모시 상대재와 코팅막 사이에 자기윤활효과(self-lubricant effect)에 의한 것으로 여겨진다. 코팅막과 스틸볼 사이에 응착 마모 거동을 보였으며, Si의 함량이 증가함에 따라 마찰계수는 감소하였다. 한편, 상대재가 지르코니아 볼의 경우 코팅막과 지르코니아 볼 사이에서 연삭마모 거동이 더 지배적이었고, Si 함량이 증가할수록 마찰계수는 증가하였다.

• Structural Engineering and Mechanics
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• 제44권6호
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• pp.775-799
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• 2012

This work approaches the structural performance of masonry arches that have a small ratio between number of vossoirs and span length. The aim of this research is to compare and validate three different methods of analysis (funicular limit analysis F.L.A., kinematic limit analysis K.L.A. and plane stress Finite Element Analysis F.E.A.) with an experimental campaign. 18 failure tests with arches of different shapes and boundary conditions have been performed. The basic failure mechanism was the formation of enough hinges in the geometry. Nevertheless, in few cases, sliding between vossoirs also played a relevant influence. Moreover, few arches didn't reach the collapse. The FLA and KLA didn't find a solution close to the experimental values for some of the tests. The low number of vossoirs and joints become a drawback for an agreement between kinematic mechanism, equilibrium of forces and geometry constraints. FLA finds a lower bound whereas KLA finds an upper bound of the ultimate load of the arch. FEA is the most reliable and robust method and it can reproduce most of the mechanism and ultimate loads. However, special care is required in the definition of boundary conditions for FEA analysis. Scientific justification of the more suitability of numerical methods in front of classic methods at calculating arches with a few vossoirs is the main original contribution of the paper.

• Tribology and Lubricants
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• 제35권2호
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• pp.87-93
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• 2019

This work aims to develop a dry lubricant for oilless bush, especially a solid lubricant, thereby creating a coating method with improved properties of anti-friction and load-carrying capacity without oil lubrication. In this work, spherical-shaped powders of thermosetting resin such as polyimide (PI) are mixed with a binder matrix obtained by mixing a fluorocarbon compound resin such as Polytetrafluoroethylene (PTFE) or Ethylene tetra fluoro ethylene (ETFE) with itself or with a non-fluorocarbon thermoplastic resin such as Polyether ether ketone (PEEK). And these dry lubricant mixtures are thickly coated (200-300 mm in the thickness) on the inner surface of the bush by using a wet-typed air-spray deposition method. It was found that the load-carrying capacity of the solid lubricant for excavator bush (60 mm in diameter) that operates under a high load condition (at 40 MPa) is greatly improved owing to the spherical-shaped powders of thermosetting resin. In addition, the coefficient of friction at the sliding surface is also reduced less than 0.1. Thick coating also lowers the contact stress at the edge of a bush that results in better tribological performances. The result suggests that the lubrication performance and durability life of the bush can be remarkably improved even without lubrication (oil or grease).

• 한국건축시공학회지
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• 제5권1호
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• pp.53-61
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• 2005

The purpose of this study presents useful data on the choice or development of floor covering from slip viewpoint by examining closely the impact of the changes in sliding experiments due to the wear of floor covering by walk. The result of wear practical test per ten thousand walks enforces some kind of popular floor covering and measure of coefficient of slip resistance as follows: (1) When surface of floor covering is in the state of wet, the degree of wear doesn't affect greatly in slip. (2) When surface of floor covering is in dry and clean state, most floor coverings have the tendency to lower the coefficient of slip resistance with the amount of walk on it. (3) Change in the tendency of slip resistance by wear appeared mainly due to the differences in the state of floor covering and organic floor covering appeared to have great reduction of coefficient of slip resistance than the inorganic ones. (4) According to the result of investigation on changes in tendency of coefficient of slip resistance due to the increase in the number of walk and if two hundred thousand walks were done, regardless of surface shape or kind of site, etc, the safety of floor covering, in slip viewpoint, greatly reduces.