• 대한치과보철학회지
• /
• 제19권1호
• /
• pp.47-54
• /
• 1981

Dental porcelains are widely used for restorative material because of its excellent esthetic property. But according to contact with natural teeth or metal in oral cavity, the porcelain may be worn and may effect on masticatory physiology and prosthetic function. The purpose of this experiment was to study on wear of porcelain surface which treated in different method. Using the abrasion device which was designed and constructed by myself, the different porcelain surface were abraded by gold alloy, nickel-chrome alloy and natural teeth in order to compare roughness. Results were as follows. 1. The group of porcelain abraded by gold alloy showed less surface roughness change (t=2.92, p<0.05), and the group of porcelain abraded by natural teeth had high surface roughness. change (t=6.84, p<0.05). 2. According to the method of surface treatment, the surface roughness were very significant (F=9.12, p<0.05). 3. After abrading, the porcelain surface roughness change was very significant (F=54.49, p<0.05). 4. There was no significant between surface treatment method and the kind of abrading materials. (F=1.01, p>0..05). 5. The group of natural glazing had the most smooth surface ($2.1{\pm}1.13{\mu}m$).

• Structural Engineering and Mechanics
• /
• 제73권5호
• /
• pp.501-513
• /
• 2020

In the present work, the optimization of machining parameters to achieve the desired technological parameters such as surface roughness, tool radial vibration and material removal rate have been carried out using response surface methodology (RSM). The hard turning of EN19 alloy steel with coated carbide (GC3015) cutting tools was studied. The main problem faced in manufacturer of hard and high precision components is the selection of optimum combination of cutting parameters for achieving required quality of surface finish with maximum production rate. This problem can be solved by development of mathematical model and execution of experiments by RSM. A face centred central composite design (FCCD), which comes under the RSM approach, with cutting parameters (cutting speed, feed rate and depth of cut) was used for statistical analysis. A second-order regression model were developed to correlate the cutting parameters with surface roughness, tool vibration and material removal rate. Consequently, numerical and graphical optimization were performed to obtain the most appropriate cutting parameters to produce the lowest surface roughness with minimal tool vibration and maximum material removal rate using desirability function approach. Finally, confirmation experiments were performed to verify the pertinence of the developed mathematical models.

• Structural Engineering and Mechanics
• /
• 제70권4호
• /
• pp.395-405
• /
• 2019

In the present work, the effects of cutting parameters on surface roughness parameters (Ra), tool wear parameters (VBmax), tool vibration (Vy) and material removal rate (MRR) during hard turning of AISI 4140 steel using coated carbide tool have been evaluated. The relationships between machining parameters and output variables were modeled using response surface methodology (RSM). Analysis of variance (ANOVA) was performed to quantify the effect of cutting parameters on the studied machining parameters and to check the adequacy of the mathematical model. Additionally, Multi-objective optimization based desirability function was performed to find optimal cutting parameters to minimize surface roughness, and maximize productivity. The experiments were planned as Box Behnken Design (BBD). The results show that feed rate influenced the surface roughness; the cutting speed influenced the tool wear; the feed rate influenced the tool vibration predominantly. According to the microscopic imagery, it was observed that adhesion and abrasion as the major wear mechanism.

• 한국도로학회논문집
• /
• 제12권2호
• /
• pp.9-16
• /
• 2010

평탄성은 도로 공용성을 확보하기 위한 중요한 인자이며, 줄눈콘크리트 포장에서 수명에 큰 영향을 미친다. 포장의 공용성을 평가하는 요소로는 크게 기능성 평가, 안정성 평가 및 구조적 성능 평가가 있다. 기능성 평가 가운데 가장 대표적인 평탄성은 유지보수를 위한 중요한 기준으로 이용되고 있으나 체계적인 연구를 통해 포장 설계시에 적용하기 위한 연구는 미흡한 실정이다. 따라서 신뢰성 있는 평탄성 모델의 개발이 필요하다. 본 연구에서는 국내 콘크리트포장의 노선별 총 연장 280.93km를 일정기준으로 나누어 238개의 섹션으로 선별하였다. 또한, 현재 국내 평탄성 모델에서 고려하고 있는 영향인자인 스폴링, 균열, 재령뿐만 아니라 동결지수, 연평균강수량, 기층조건, 교통량 등에 대한 검토가 이루어졌으며, 재령의 다양화를 위하여 추가적인 노선을 선별하여 평탄성에 영향을 미치는 인자들에 대한 분석이 이루어졌다. 분석결과는 스폴링(%), 균열(%), 재령(년), 기층이 평탄성에 영향을 미치는 것으로 나타났다. 이를 통해 평탄성과의 상관관계를 분석한 결과 신뢰성 있는 평탄성 모델이 도출되었으며, 평탄성를 설명할 수 있는 비율은 68.8%로 나타나 통계적으로 유의한 것으로 판단된다. 본 연구에서는 소입경 골재노출콘크리트포장의 시험시공을 실시하여 초기 공용성을 평가하였으며, 이를 통하여 적정 강도, 저소음 및 적정 미끄럼저항을 확보함을 확인하였다.

• 한국전기전자재료학회:학술대회논문집
• /
• 한국전기전자재료학회 1998년도 춘계학술대회 논문집
• /
• pp.497-502
• /
• 1998

To understand the effect of surface roughness on silicon wafer bonding, a continuum mechanical model is presented. This model is based on Obreimoff's experiment and the contact theory of rough surfaces. The surface energy of silicon was calculated to be much reduced than the theoretical value. Problems are discussed concerning surface film effects and the assumption of constant asperity radius and statistical distribution function.

• Journal of Advanced Marine Engineering and Technology
• /
• 제25권6호
• /
• pp.1211-1219
• /
• 2001

The electro-rheological(ER) fluids for smart hydraulic system are a class of colloidal dispersion which exhibit large reversible Changes in their rheological behavior when they are subjected to external electrical fields. This paper presents experimental results on material properties of an ER fluids subjected to electrical fatigues. As a first step, ER fluid is made of methyl cellulose(MC) choosing 25% of particle weight-concentration. Following the construction of test mechanism for durability estimation, the dynamic yield shear stress and the current density for the ER fluids of MC component are experimentally distilled as a function of electric field. In addition, the surface roughness of the employed electrode are evaluated as a function of the number of the electric-field cycles.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2001년도 하계학술대회 논문집 C
• /
• pp.1393-1395
• /
• 2001

DLC films are deposited by using a modified FCVA system. Carbon amorphous network, surface roughness, internal compressive stress, resistivity, and Hall mobility are studied as a function of nitrogen flow rate (0 $\sim$ 10 sccm). As the nitrogen content is increased in the carbon network, the size of $sp^2$ clusters is increased, the internal compressive stress is decreased, and the resistivity is remarkably decreased. The RMS values of the surface roughness are measured to be in the range of 0.2$\sim$0.5nm. The Hall mobility of DLC film with 3 sccm of nitrogen added is 3.22 $cm^2/V{\cdot}$s.

• 동력기계공학회지
• /
• 제5권4호
• /
• pp.61-66
• /
• 2001

Electro-Rheological(ER) fluids undergo a phase-change when subjected to an external electric field, and this phase-change typically manifests itself as a many-order-of magnitude change in the rheological behavior. This paper presents experimental results on material properties for an ER fluids of arabic gum components subjected to electrical fatigues. As a first step, ER fluids are made of arabic gum 25% of particle weight-concentration. Following the construction of test mechanism for estimated durability of ER fluid, the dynamic yield stress, shear stress and current density of the ER fluids are experimentally distilled as a function of DC electric field. The durability estimation of operated ER fluids are distilled and compared with those of unused ER fluids. In addition, the surface roughness of the employed electrode for copper and aluminum are evaluated as a function of the number of the electric-field cycles.

• 지질공학
• /
• 제21권1호
• /
• pp.1-13
• /
• 2011

불연속면의 거칠기는 암반사변의 안정성 해석에서 고려되어야 하는 중요한 인자 중 하나로 특히 암반사변에 대한 확률론적 안정성 해석에서는 파괴확률의 결정에 지대한 영향을 미치는 확률변수이다. 확률변수로서의 거칠기의 특성을 파악하기 위해서는 다수의 거칠기 자료가 요구되나 기존의 육안조사는 조사위치나 시간적인 제약으로 인해 충분한 자료의 획득이 어려운 경우가 많다. 따라서 본 연구에서는 기존 육안조사가 가지는 조사위치 및 조사수량의 한계점을 극복하기 위하여 지상라이다를 활용하여 거칠기의 자료를 획득하고 분석을 수행하였다. 또한 절리면거칠기의 정량적인 산정을 위하여 지상라이다로부터 얻어진 수치자료에 대해 통계파라미터를 이용한 변환과정을 거쳐 절리면거칠기를 얻었다. 불연속면의 거칠기에 대한 확률특성인 평균, 표준편차, 분포함수에 대한 정보를 획득하였으며, 기존 육안검사방법에 비해 정량적인 많은 자료를 얻는데 있어 지상라이다가 유용한 것으로 판단되었다.

• Structural Monitoring and Maintenance
• /
• 제6권4호
• /
• pp.317-346
• /
• 2019

Performance assessment of pavements proves useful, in terms of handling the ride quality, controlling the travel time of vehicles and adequate maintenance of pavements. Roughness profiles provide a good measure of the deteriorating condition of the pavement. For the accurate estimates of pavement roughness from dynamic vehicle responses, vehicle parameters should be known accurately. Information on vehicle parameters is uncertain, due to the wear and tear over time. Hence, condition monitoring of pavement requires the identification of pavement roughness along with vehicle parameters. The present study proposes a scheme which estimates the roughness profile of the pavement with the use of accurate estimates of vehicle parameters computed in parallel. Pavement model used in this study is a two-layer Euler-Bernoulli beam resting on a nonlinear Pasternak foundation. The asphalt topping of the pavement in the top layer is modeled as viscoelastic, and the base course bottom layer is modeled as elastic. The viscoelastic response of the top layer is modeled with the help of the Burgers model. The vehicle model considered in this study is a half car model, fitted with accelerometers at specified points. The identification of the coupled system of vehicle-pavement interaction employs a coupled scheme of an unbiased minimum variance estimator and an optimization scheme. The partitioning of observed noisy quantities to be used in the two schemes is investigated in detail before the analysis. The unbiased minimum variance estimator (MVE) make use of a linear state-space formulation including roughness, to overcome the linearization difficulties as in conventional nonlinear filters. MVE gives estimates for the unknown input and fed into the optimization scheme to yield estimates of vehicle parameters. The issue of ill-posedness of the problem is dealt with by introducing a regularization equivalent term in the objective function, specifically where a large number of parameters are to be estimated. Effect of different objective functions is also studied. The outcome of this research is an overall measure of pavement condition.