• 한국결정성장학회지
• /
• 제13권6호
• /
• pp.297-303
• /
• 2003

rf magnetron sputtering법을 이용하여 Mn-Ni-Co계 써미스터 박막을 증착하였다. $300^{\circ}C$ 및 $Ar/O_2$ = 10/0에서, cubic spinel 상형성이 이루어졌으며 공정가스에 산소 첨가 시, cubic spinel 상은 열처리를 통해서도 형성되지 않았다. 써미스터 박막은 Mn, Ni, Co 성분 외 다른 이종 성분은 포함되어 있지 않았다. 써미스터 박막에 대한 적외선 반사 특성을 분석으로 증착된 박막은 일정 각도로 입사되는 적외선에 대해 비교적 높은 반사율을 가짐을 관찰할 수 있었다. DI water : $HNO_3$: HCI=60 : 30 : 10 vo1%에서 써미스터 박막의 식각 속도는 약 63 nm/min였다. 박막 써미스터의 B상수는 약 3500 K였으며 TCR은 약 -3.95%/K였다 전압감도는 약 108.5 V/W였으며 NEP와 specific detectivity는 각각 $5.1\times 10^{-7}$ W/$Hz^{-1/2}$ $0.2\times 10^6$cm $Hz^{1/2}$/W였다.

• 한국건설순환자원학회논문집
• /
• 제4권1호
• /
• pp.68-75
• /
• 2016

본 연구에서는 반강성포장용 개립도 아스팔트 혼합물의 배합조건을 결정하기 위한 실험적 연구를 수행하였다. 두 종류의 아스팔트 및 함량에 따른 총 12가지의 기본배합을 설정하였고, 국내 KS 기준에 따라 마샬안정도, 공극률 및 투수계수, 칸타브로 시험을 수행하였다. 시험결과로부터 다음과 같은 결론을 얻었다. 마샬안정도는 스트레이트 아스팔트와 개질 아스팔트의 함량이 각각 5.0% 및 5.5%까지는 증가하였으나 함량이 더 높아질 경우에는 증가량이 미미하거나 감소되는 경향을 나타내었다. 공극량의 경우 아스팔트 함량 증가에 따라 감소되고 투수계수도 감소되는 경향을 나타내었는데 상관계수가 86% 수준으로 평가되었다. 칸타브로 손실률 평가 결과 아스팔트 함량이 3.5%에서 6.0%로 증가될수록 감소되었고 개질 아스팔트는 스트레이트 아스팔트에 비해 손실률을 18.8%~33.1% 감소시킬 수 있었다. 국내 규정에서 제시하는 품질기준과 시험 결과를 종합해 볼 때 개질 아스팔트 함량 4.5%가 모체 개립도 아스팔트 제조에 유효한 배합으로 평가되었다.

• 한국환경보건학회지
• /
• 제13권1호
• /
• pp.47-57
• /
• 1987

Owing to the modification of testing methods of disinfectants or antiseptics, variations of bacteria according to characteristics of regions and resistance changes of bacteria, it is necessary that the bactericidal activities of disinfectants or antiscptics should be reevaluated nowadays. This study was carried out to reevaluate in the vitro bactericidal activity of Chlorhexidine gluconate solution. The results of experiment were summarized as follows. 1. For Chlorhexidine gluconate solution, minimal inhibitory concentrations of total bacteria taken from sewage water and Legionella bozemanii were $2.0\times 10^{-3}$%, $1.0\times 10^{-2}$%, respectively and were comparatively high. Minimal inhibitory concentration of Shigella flexneri was $1.6\times 10^{-4}$%, and was comparatively low. 2. For total bacteria taken from sewage water, it was killed within 15 minute in 0.1% Chlorhexidine gluconate solution when number of cells was $1.6\times 10^7$/ml. 3. For 0.0125% Chlorhexidine gluconate solution, decimal reduction times of Ps. aeruginosa, S. typhi, E. Coli were 45 sec, 25 sec, 18 sec repectively. For 1%, 0.125% Chlorhexidine gluconate solution, decimal reduction times of Legionella bozemanii were 10 sec, 45 sec respectively. 4. There was significant difference in the bactericidal activity of Chlorhexidine gluconate solution according to temperattire. Phenol coefficient of Chlorhexidine gluconate solution as using Staph. aureus was 100 and comparatively higher than that of other disinfectants. In comparison with other disinfectants, Legionella bozemanii was killed within 5 minutes in 0.02% KMnO$_4$ and 0.125% Chlorhexidine giuconate solution but was not killed within 3 minutes in 1% 0-cresol, 1% Phenol.

• 대한토목학회논문집
• /
• 제31권2B호
• /
• pp.165-173
• /
• 2011

본 연구에서는 평수위면을 따라 하안림을 조성할 경우 발생할 수 있는 흐름특성의 변화를 검토하기 위하여 FESWMS FST2DH 모형을 이용하였다. FESWMS 모형은 개별 수목에 작용하는 항력을 직접 계산하여 수목으로 인한 흐름저항의 증가를 계산하고, 식재부와 비식재부 영역간의 운동량 교환을 포물선형 난류모형으로 비교적 정확히 해석할 수 있는 수심평균 2차원 수치모형이다. 모형의 적용성 검증을 위하여 홍수터 식재후 횡방향 유속변화 수리실험 결과와 비교하였고, 두 가지 수목밀도의 경우 모두 계산 유속은 실측 유속과 잘 일치하였다. 실제 하천내 수목 식재구역에 적절한 Manning 계수를 적용함으로써 식재후 수위 및 유속변화를 추정하는 기존 방법은 본 연구결과와 비교하여 홍수위 변화는 거의 유사한 결과를 나타내었으나, 식재부 유속 산정에는 다소 차이가 발생함을 확인하였다. 본 연구에서 수행된 수목영향 평가절차는 향후 하천내 수목식재를 계획할 경우 실무적으로 널리 활용될 것으로 기대된다.

• 대한기계학회논문집A
• /
• 제21권5호
• /
• pp.791-799
• /
• 1997

The wear characteristics and wear mechanisms of plasma sprayed Al/sub 2/ O/sub 3/-40%TiO/sub 2/ and Cr/sub 2/O/sub 3/ deposited on casting aluminum alloy(AC4C) were investigated. Specimens were processed for various coating thicknesses. Ball on disk type wear tester was used for wear test. The scratch test on plasma sprayed coating surface showed that critical load to break the coating layer was greater than 40 N. The critical load increase with the increase of coating thickness of specimens. The friction coefficient of Cr/sub 2/O/sub 3/ coating layer was less than that of Al/sub 2/O/sub 3/-40%TiO/sub 2/ coating layer. The wear resistance of Cr/sub 2/O/sub 3/ coating layer was greater than that of Al/sub 2/O/sub 3/-40%TiO/sub 2/ coating layer. Microscopic observation of worn surfaces was made by SEM. SEM observation showed that the main mechanism of wear for Al/sub 2/O/sub 3/-40%TiO/sub 2/ coating layer was abrasive wear under 50 N. For the case of Al/sub 2/O/sub 3/-40%TiO/sub 2/ coating layer, as the surface cracks perpendicular to sliding direction propagated, the wear debris was generated in wear track. However, the main mechanism of wear for Cr/sub 2/O/sub 3/ coating layer was brittle fracture under 150 N.

• 대한기계학회논문집B
• /
• 제38권5호
• /
• pp.431-436
• /
• 2014

컨덕턴스는 유동저항의 반대되는 개념으로써, 광범위하게 유동지표로써 현재 사용되고 있다. 하지만, 유동 컨덕턴스 연구들은 지금까지 매우 드물며, 압축 공기의 표준화 장치에 대한 체계적인 연구가 필요하다. 본 연구에서는 2차 방정식 난류모델을 이용한 압축성 N-S 방정식을 적용하여 수치해석적(CFD) 연구를 수행하였다. 본 CFD 결과는 기존의 실험 데이터를 통해 검증되었으며 공압 배관의 입구 및 출구에서의 컨덕턴스와 마찰 계수의 값은 유량을 평가하기 위해 사용되었다. 본 결과는 컨덕턴스가 공압 배관의 입구 및 출구에서의 압력 비율에 의존한다는 것을 보여준다.

• Nuclear Engineering and Technology
• /
• 제28권2호
• /
• pp.162-174
• /
• 1996

서로 다른 지지격자들이 인접한 6$\times$6 핵연료 봉다발부수로내에서 국부 수력특성인자들을 레이저 유속 측정 장치인 LDV(Laser Doppler Velocimeter)를 이용하여 측정하였다. 6$\times$6 봉다발은 서로 다른 지지격자를 가진 3$\times$6 봉다발이 서로 인접하여 이룬 형상이다. 본 연구에서는 다른 형상과 다른 수력저항을 갖는 지지격자간들의 열수력적 상호작용을 규명하는데 그 목적이 있다. LDV를 이용하여 축방향 및 횡방향 속도, 난류강도 등의 측정 인자들을 측정하였다. 또한 압력강하를 측정하여 지지격자의 손실계수와 봉다발의 마찰계수를 구하였다. 수력실험결과에 근거하여 지지격자에 기인된 열혼합현상에 관한 것을 연구하였다. DNB의 정성적인 기준이라고 할 수 있는 swirl인자를 정의하고 횡방향속도 실험인자로부터 구하였다.

• 감성과학
• /
• 제16권1호
• /
• pp.75-84
• /
• 2013

The underlying changes in biological processes that are associated with reported changes in mental and physical health in response to yoga breathing ($pr{\bar{a}}n{\bar{a}}y{\bar{a}}ma$) have not been systematically explored yet. In this study, the effects of a yoga breathing program on prefrontal EEG were tested with middle-aged women. Participants were collected as volunteers and controlled into two groups. Two channel EEG was recorded in the prefrontal region (Fp1, Fp2) from the yoga breathing group (n=17) and control group (n=17). QEEG quotients were transformed from the EEGs and analyzed by the ANOVAs on gain scores. As a result, ${\alpha}/{\delta}$ (left, right) and CQ (correlation quotient) for yoga breathing participants were significantly decreased compared to control group (p<.05). ${\alpha}/{\beta}_H+{\alpha}/{\delta}$ (left, right) were increased significantly (p<.05). For those significantly changed QEEG quotients, the interaction effects of Group x prefrontal alpha (${\alpha}$) and beta (${\beta}$) asymmetry were tested. Only the ${\alpha}$ asymmetry showed main effect on the gain score of ${\alpha}/{\beta}_H+{\alpha}/{\delta}$ (right) with F (1, 34)＝5.694 (p<.05). Pearson's correlation coefficient between ${\alpha}$ asymmetry and gain score of ${\alpha}/{\beta}_H+{\alpha}/{\delta}$ (right) was .374 (p<.05). The gain score of ${\alpha}/{\beta}_H+{\alpha}/{\delta}$ (right) was increased for the right ${\alpha}$ dominance of yoga breathing group. On the contrary it was decreased for the left ${\alpha}$ dominance of yoga breathing group as well as the control regardless of the dominance. The result of this study implies that yoga breathing increases stress resistance and is effective in the management of physical stress. Emotionally relaxed people may have greater instantaneous stress reduction after yoga breathing. Moreover, yoga breathing could be also beneficial for depressed who may be more vulnerable to stress.

• 한국도로학회논문집
• /
• 제16권6호
• /
• pp.95-104
• /
• 2014

PURPOSES : The purpose of this study is to evaluate the degree of restraint (DOR) of longitudinal steel at continuously reinforced concrete pavement (CRCP) against environmental loadings. METHODS : To measure the longitudinal steel strain, 3-electrical resistance and self-temperature compensation gauges were installed to CRCP test section (thickness = 250mm, steel ratio = 0.7%) and continuously measured 10 min. intervals during 259 days. In order to properly analyze the steel strains first, temperature compensation process has been conducted. Secondly, measured steel strains were divided into 12 phases with different events such as before paving, during concrete hardening, and after first cracking, etc. RESULTS : Thermal strain rate (TSR) concept is defined as the linear strain variations with temperature changes and restraints rate of longitudinal steel against environmental loadings (especially thermal loading) with different cases is defined as degree of restraint(DOR). New concept of DOR could be indirect indicator of crack width behaviors of CRCP. CONCLUSIONS : Before paving, DOR of longitudinal steel is almost same at the coefficient of thermal expansion of steel ($12.44m/m/^{\circ}C$) because of no restraint boundary condition. After concrete pouring, DOR is gradually changed into -1 due to concrete stiffness developing with hydration. After first cracking at crack induced area, values of DOR are around -3~-5. The negative DOR stands for the crack width behavior instead of steel strain behavior. During winter season, DOR reached to -5.77 as the highest, but spring this values gradually reduced as -1.7 as the lowest. Based on this observation, we can presume crack width decreased over time within the time frame of this study. This finding is not consistent with the current theory on crack width variations over time, so further study is necessary to identify the causes of crack width reducing. One of the reasons could be related to concrete stress re-distribution and stress relaxation.

• 한국도로학회논문집
• /
• 제16권6호
• /
• pp.59-67
• /
• 2014

PURPOSES : The purpose of this study is to analyse the longitudinal steel strain and stress of continuously reinforced concrete pavement(CRCP) with longitudinal and transverse direction at early age using stress dependent strain analysis method. METHODS : To measure the longitudinal steel strain, 9-electrical resistance and self-temperature compensation gauges were installed to CRCP test section (thickness = 250mm, steel ratio = 0.7%) and continuously measured 10min. intervals during 30days. In order to properly analyze the steel stress first, temperature compensation process has been conducted. Secondly, measured steel strains were divided into stress dependent strain (elastic strain) and stress independent strain (thermal strain) and then stress dependent strain was applied to stress calculation of longitudinal steels. RESULTS : Steel strains were successfully measured during 30days. To verify the accuracy of temperature compensation process, measured coefficient of thermal expansion(COTE,$11.46{\times}10^{-6}m/m/^{\circ}C$) of longitudinal steel before paving was compared with that of unrestrained steel. Max. steel stress in the transverse direction shows about 266MPa at 23days after placement. CONCLUSIONS : Steel stresses in the longitudinal and transverse direction have been evaluated. In longitudinal direction, steel stress from the crack was rapidly reduced from 183MPa at crack to 18MPa from 600mm apart the crack. From this observation, stress effective length can be identified as within 600mm apart from the crack. In transverse direction, max. stress point was located near the center of pavement width and stress level(266MPa) is about 66% of yield stress of steel.