• Restorative Dentistry and Endodontics
• /
• 제5권1호
• /
• pp.29-34
• /
• 1979

The purpose of this study was to measure thermal expansions of dental investments, Biovest(Casting Investment. Dentsply International INC, U.S.A.), Multi-Best (Use for all dental chrome-cobalt alloys, The Ransom & Randolph Co. U.S.A.), Kerr(Inlay Investment. Sybron Kerr, U.S.A.), O. K. (Inlay Investment. Shofu Dental MFG, Co. Japan), Whip-Mix (Cristobalite Inlay Investment. Whip-Mix Corporation. U.S.A.). Thermal expansion of specimens(5mm in diameter and 50mm in length) was measured by a dilatometer at the temperature range from $20^{\circ}C$ to $700^{\circ}C$ by comparing expansion between standardized quartz and experimental specimens with heating rate about $300^{\circ}C$/hr. The following results were obtained. 1. The coefficient of thermal expansion of Biovest was $15{\times}10^{-6}/^{\circ}C$ in the water powder ratio 18/100 and $14{\times}10^{-6}/^{\circ}C$ in the water powder ratio 28/100. Those of Multi-Best were $9{\times}10^{-6}/^{\circ}C$ in the water powder ratio 14/100 and $7{\times}10^{-6}/^{\circ}C$ in the water powder ratio 24/100. 2. The coefficient of thermal expansion of Kerr were $17{\times}10^{-6}/^{\circ}C$ in the water powder ratio 38/100 and $14{\times}10^{-6}/^{\circ}c$ in the water powder ratio 48/100. Those of O. K. were $9{\times}10^{-6}/^{\circ}C$ in the water powder ratio 33/100 and $7{\times}10^{-6}/^{\circ}C$ in the water powder ratio 43/100 3. The coefficient of thermal expansion of Whip-Mix were $14{\times}10^{-6}/^{\circ}C$ in the water powder ritio 40/100 and $12{\times}10^{-6}/^{\circ}c$ Fein the water powder ratio 50/100. Those of Hi-Heat were $11{\times}10^{-6}/^{\circ}c$ in the water powder ratio 28/100 and $10{\times}10^{-6}/^{\circ}c$ in the water powder ratio 38/100.

• 한국태양에너지학회 논문집
• /
• 제35권1호
• /
• pp.61-68
• /
• 2015

The advanced counties effort to the supplement of the zero energy buildings for the global building energy saving. In the middle of the development of passive technology, the government has to effort to the energy saving of buildings by enhanced performance of the window thermal insulation. By the method of enhanced performance of window thermal insulation, the use of vacuum double glazing saves the energy consumption in building. This glazing has low U-value(heat transmission coefficient) than normal double glazing. The vacuum glazing enhanced thermal insulation performance by vacuum space of between the glass and glass. For this vacuum glazing, pillar maintain the space between glass and glass. But this structure cause the raising the heat transmission coefficient in pillar approaching glass. This study confirmed the U-value by the test method of thermal resistance for windows and doors. Also this study confirmed the variation of heat transmission coefficient by the structure of vacuum glazing. And this study measured the surface temperature of the vacuum glazing about pillar approaching glass and vacuum space in cool chamber and hot box. That result, this study confirmed U-value of $0.422W/m^2{\cdot}K$ of vacuum glazing. Also this study confirmed U-value of $0.300{\sim}0.422W/m^2{\cdot}K$ by various the structure of vacuum glazing. And this study confirmed the heat flow in pillar approaching glass.

• Nuclear Engineering and Technology
• /
• 제52권4호
• /
• pp.802-810
• /
• 2020

Three-dimensional finite element simulations are implemented for the in-pile thermo-mechanical behavior in U-Mo/Al monolithic fuel plates with different thermal creep rates of cladding involved. The numerical results indicate that the thickness increment of fuel foil rises with the thermal creep coefficient of cladding. The maximum Mises stress of cladding is reduced by ~85% from 344 MPa on the 98.0^th day when the creep coefficient of cladding increases from 0.01 to 10.0, due to its equivalent thermal creep strain enlarged by 3.5 times. When the thermal creep coefficient of Aluminum cladding increases from 0 to 1.0, the maximum mesoscale stress of fuel foil varies slightly. At the same time, the peak mesoscale normal stress of fuel foil can reach 51 MPa on the 98.0^th day for the thermal creep coefficient of 10, which increases by 60.3% of that with the thermal creep un-occurred in the cladding. The maximum through-thickness creep strain components of fuel foil differ slightly for different thermal creep coefficients of cladding. The dangerous region of fuel foil becomes much closer to the heavily irradiated side when the creep coefficient of cladding becomes 10.0. The creep performance of Aluminum cladding should be optimized for the integrity of monolithic fuel plates.

• 소성∙가공
• /
• 제3권1호
• /
• pp.51-62
• /
• 1994

Cup drawing test and U-bending test were performed to evaluate the friction characteristics of sheet materials for the different deformation modes involved in stamping process. The coefficient of friction calculated from the each test was compared to that obtained from the draw bead friction test. It was clarified that the cup drawing test could be simply used for evaluating the friction characteristic of sheet material in deep drawing process with high contacting pressure. However the U-bending test is suitable to evaluate the frictional characteristic of sheet material in bending process with low contacting pressure.

• 한국정보디스플레이학회:학술대회논문집
• /
• 한국정보디스플레이학회 2002년도 International Meeting on Information Display
• /
• pp.487-490
• /
• 2002

In this paper, we report a novel way to evaluate the anticlinic interlayer coupling coefficient U between smectic layers of an antiferroelectric liquid crystal, by utilizing a small field-induced perturbation of the molecular orientation. U was found to exhibit an unusual "S-shaped" dependence on temperature, with values ranging between $0.4{\times}10^4$ and $0.4{\times}10^{-1}$ erg $cm^{-3}$ over a 10$^{\circ}C$ temperature range below smectic A-smectic $C_A$ phase transition temperature. The results are good agreement with estimates for U based upon the threshold field for the onset of solitary waves, and provide strong supporting the low-field regime for the single Fourier component model.

• 한국정보처리학회:학술대회논문집
• /
• 한국정보처리학회 2022년도 추계학술발표대회
• /
• pp.300-302
• /
• 2022

Palm vein identification has attracted attention due to its distinct characteristics and excellent recognition accuracy. However, many contactless palm vein identification systems suffer from the issue of having low-quality palm images, resulting in degradation of recognition accuracy. This paper proposes the use of U-Net architecture to correctly segment the vascular blood vessel from palm images. Attention gate mechanism and residual block are also utilized to effectively learn the crucial features of a specific segmentation task. The experiments were conducted on CASIA dataset. Hessian-based Jerman filtering method is applied to label the palm vein patterns from the original images, then the network is trained to segment the palm vein features from the background noise. The proposed method has obtained 96.24 IoU coefficient and 98.09 dice coefficient.

• 농업과학연구
• /
• 제24권2호
• /
• pp.145-155
• /
• 1997

본 연구는 현재 시공중인 사업부지를 선정하여 시험시공중에 있는 연약지반에서 페이퍼 드레인 공법에 의하여 처리한 지반에서 드레인의 타입간격별 침하거동을 파악하고, 실내시험과 현장계측치로부터 구한 압축지수와 압밀계수를 비교분석하여 배수성능의 우수성을 평가한 것으로 그결과를 요약하면 다음과 같다. 1. 실측침하량($S_m$)과 설계침하량($S_t$)의 관계 및 실측압밀도($U_m$)와 설계압밀도($U_t$)와의 관계는 드레인 타입간격 1.0m에서는 $S_m=(1.0{\sim}1.1)S_t$, $U_m=(1.13{\sim}1.17)U_t$로 나타났고, 드레인 타입간격 1.5m에서는 $S_m=(0.7{\sim}0.8)S_t$, $U_m=0.92{\sim}0.99)U_t$의 범위로 나타났다. 2. 현장압축지수($Cc_{Field}$)와 처녀압축지수($V_{CC_{lab.}}$)와의 관계는 $Cc_{Field}=(1.0{\sim}1.2)V_{CC_{lab.}}$로 나타났으나, 처녀압축지수의 결정밥법과 최종예상 침하량의 적용방법에 따른 오차를 감안하면 거의 동일한 것으로 판단된다. 3. 계측치로부터 역산한 현장압밀계수는 실내시험에서 구한 압밀계수보다 크게 나타났고, 압밀계수비($C_h/C_v$)는 드레인 타입간격 1.0m에서는 $C_h=(2.4{\sim}3.0)C_v$, 드레인 타입간격 1.5m에서는 $C_h=(3.5{\sim}4.3)C_v$의 범위로 타입간격이 넓을수록 크게 나타났다. 4 드레인 타입간격에 따른 드레인 자재별 배수성능 평가기준을 압밀계수비의 결과를 기초로 판단하여 보면, 드레인 타입간격 1.0m에서는 Mebra 드레인, 드레인 타입간격 1.5m에서는 Amer드레인이 약간 우수한 것으로 나타났으나, 동일한 타입간격에서는 재질간의 큰차이가 발생되지 않아 모두 동일한 배수성능을 갖는 것으로 판단된다.

• East Asian mathematical journal
• /
• 제32권5호
• /
• pp.659-675
• /
• 2016

In this paper, we study the generalized Kirchhoff type equation in the presence of past and finite history $$\large u_{tt}-M(x,t,{\tau},\;{\parallel}{\nabla}u(t){\parallel}^2){\Delta}u+{\normalsize\displaystyle\smashmargin{2}{\int\nolimits_0}^t}\;h(t-{\tau})div[a(x){\nabla}u({\tau})]d{\tau}\\\hspace{25}-{\normalsize\displaystyle\smashmargin{2}{\int\nolimits_{-{\infty}}}^t}\;k(t-{\tau}){\Delta}u(x,t)d{\tau}+{\mid}u{\mid}^{\gamma}u+{\mu}_1u_t(x,t)+{\mu}_2u_t(x,t-s(t))=0.$$ Under the smallness condition with respect to Kirchhoff coefficient and the relaxation function and other assumptions, we prove the expoential decay rate of the Kirchhoff type energy.

• 한국원자력학회:학술대회논문집
• /
• 한국원자력학회 2003년도 춘계학술발표대회 요약집
• /
• pp.225-225
• /
• 2003

• 한국습지학회지
• /
• 제13권3호
• /
• pp.385-394
• /
• 2011

본 연구에서는 유역의 배수구조를 지표면과 하천으로 구분하여 확산-유추 지형학적 순간단위도의 최적 매개변수를 산정하였다. 모형의 매개변수는 지표면과 하천 각각의 유속($u_c$, $u_h$) 및 확산계수($D_c$, $D_h$)로 구성하였다. 대상유역은 보청천 유역의 탄부 소유역을 선정하였으며, 대상유역의 하천망은 Strahler 차수법칙에 의해 4차 하천으로 분류되었다. 최적화 기법은 SCE-UA을 적용하였으며, 추정된 최적 매개변수는 다음과 같다; $u_c$ : 0.589 m/s, $u_h$ : 0.021 m/s, $D_c$ : $34.469m^2/s$, $D_h$ : $0.1333m^2/s$. 추정된 매개변수의 검증결과 평균 첨두유량 오차는 약 11 %, 첨두시간 오차는 0.3 hr로 양호하게 나타났다. 또한 매개변수들의 변동성을 살펴본 결과 하천확산계수($D_c$)는 수문응답함수에 큰 영향을 미치지 못함을 알 수 있었으며, 향후에는 이러한 결과들을 고려함으로서 모형을 좀 더 간편화할 수 있을 것으로 기대된다.