• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2008년도 하계학술발표대회 논문집
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• pp.769-775
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• 2008

The objective of this report is to determine the difference of thermal response that grouted two different materials, and compare the simulation result of the length of total ground heat exchanger length that using the ground thermal conductivity. And also to know heat exchange variation of ground heat exchanger temperature that measured with various test depth. The result shows that the test hole grouted with water permeable material got better thermal response than grouted with water impermeable material. However, with consideration of ingnore for the initial 12 hour data, the test hole grouted with impermeable material has larger thermal conductivity than the other. By former thermal conductivity, simulated data by engineering program shows only 3.4% difference or less. This result shows that ground thermal conductivity is not the main variables for the design program of ground heat exchanger. At the cooling or heating mode, base on the depth of -150m, the ground heat exchanger has best temperature at $-90{\sim}-60m$ and than getting worse because of entering water heat exchanged with leaving water in the same hole.

• Nuclear Engineering and Technology
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• 제55권7호
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• pp.2438-2446
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• 2023

To cool down a nuclear reactor core and prevent the fuel damage without a pump-driven active component during any anticipated accident, the passive emergency core cooling system (PECCS) was designed and adopted in an advanced light water reactor, i-POWER. In this study, for a validation of the cooling capability of PECCS, thermal-hydraulic integral effect tests were performed with the ATLAS facility by simulating intermediate and small break loss-of-coolant accidents (IBLOCA and SBLOCA). The test result showed that PECCS could effectively depressurize the reactor coolant system by supplying the safety injection water from the safety injection tanks (SITs). The result pointed out that the safety injection from IRWST should have been activated earlier to inhibit the excessive core heat-up. The sequence of the PECCS injection and the major thermal hydraulic transient during the SBLOCA transient was similar to the result of the IBLOCA test with the equivalent PECCS condition. The test data can be used to evaluate the capability of thermal hydraulic safety analysis codes in predicting IBLOCA and SBLOCA transients under an operation of passive safety system.

• Geomechanics and Engineering
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• 제38권2호
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• pp.165-177
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• 2024

Liquefaction phenomenon refers to a phenomenon in which excess pore water pressure occurs when a dynamic load such as an earthquake is rapidly applied to a loose sandy soil ground where the ground is saturated, and the ground loses effective stress and becomes liquid. The laboratory repetition test for liquefaction evaluation can be performed through a repeated triaxial compression test and a repeated shear test. In this regard, this study attempted to evaluate the effects of the relative density of sand on the liquefaction resistance strength according to particle size distribution using repeated triaxial compression tests, and additional experimental verification using numerical analysis was conducted to overcome the limitations of experimental equipment. As a result of the experiment, it was confirmed that the liquefaction resistance strength increased as the relative density increased regardless of the classification of soil, and the liquefaction resistance strength of the SP sample close to SW was quite high. As a result of numerical analysis, it was confirmed that the liquefaction resistance strength increased as the confining pressure increased under the same relative density, and the liquefaction resistance strength did not decrease below a certain limit even though the confining pressure was significantly reduced at a relatively low relative density. This is judged to be due to a change in confining pressure according to the depth of the ground. As a result of analyzing the liquefaction resistance strength according to the frequency range, it was confirmed that there was no significant difference from the laboratory experiment results in the basic range of 0.1 to 1.0 Hz.

• 한국구조물진단유지관리공학회 논문집
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• 제18권1호
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• pp.93-100
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• 2014

해수중 환경에서 콘크리트 구조물 내에 매립된 철근은 용존산소의 부족으로 부식이 잘 발생하지 않는다. 이 때문에 해수중 환경의 부식촉진시험은 전기화학적인 방법으로 실시되어, 실제 부식 메커니즘과 맞지 않고 장기거동과의 상관성 도출도 어려운 실정이다. 본 연구에서는 해수중 환경에서의 부식촉진시험법을 정립하기 위해 온도와 염화물농도를 주된 변수로 부식촉진시험을 실시하였다. 부식의 발생 유무는 갈바닉 전위측정법과 반전지전위법을 통한 철근부식모니터링 결과로 판단하였다. 부식촉진시험 결과 온도의 영향이 가장 지배적이라고 평가되었다. 염화물량은 시험 시편의 깊이별 염화물 농도를 측정하였다. 동일한 조건으로 FEM 내구성 해석 프로그램인 DuCOM을 통해 염화물침투 해석을 실시하여 입증하였다. 또한, 인공해수 침지 조건에 따른 용존 산소량은 실험을 통해 구했으며 이를 통해 부식촉진시험 결과의 타당성을 검증하였다.

• 디지털융복합연구
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• 제17권3호
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• pp.305-312
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• 2019

본 논문은 치약의 성분이 구강 내 세포에 영향을 미치는 정도를 확인하기 위하여 세포활성도, 세포독성을 평가하고자 하였다. 일반치약 6종, 미백치약 3종, 천연치약 2종, 양성대조군으로 SLS(sodium lauryl sulfate)를 사용하였다. Immortalized human gingiva fibroblast cell 을 사용하여, 세포활성도 평가를 위하여 WST test, 세포 독성평가를 위해 Agar diffusion test를 시행하였다. 일반치약그룹, 미백치약그룹, 천연치약그룹 순으로 세포 생존률이 높게 나타났으며, Agar diffusion test는 일반치약그룹과 미백치약그룹은 높은 세포독성을 나타낸 반면 천연치약그룹은 낮은 독성을 나타냈다. 세포핵염색 결과 세포모양과 핵활성도 또한 천연치약이 가장 높은 활성도를 나타냈고, 미백치약, 일반치약 순으로 나타났다. 본 연구 결과, 치약의 사용목적에 따라 나누어지는 종류와 성분별 세포독성을 확인할 수 있었다. 소비자의 올바른 선택을 위해 치약의 자세한 성분표기가 필요할 것으로 사료된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.957-960
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• 2000

The purpose of this study was performed to estimate the influence of compressive strength of the concrete according to change test specimens of concrete were investigated by measurements of slump, air content and compressive strength. As a result, according to moved test specimens, the compressive strength, fiexed test specimens effected on Concrete compressive strength, test specimens than moved test specimens, increased 4∼10% fixed test specimens, 2∼9% moved test specimens.

• 컴퓨터교육학회논문지
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• 제17권2호
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• pp.77-86
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• 2014

국제 학업 성취도인 PISA2007, TIMSS 2011에 의하면 우리나라 학생들의 수학, 과학 학업성취도는 최상위에 해당하지만, 관련 태도가 낮다는 결과가 나왔다. 또, 사회에 만연한 이공계 기피현상, 초중고에서 점점 사라지고 있는 정보과학 교육의 현실을 반영하는 학습 경험을 제공해야 할 필요성이 제기되었다. 이러한 필요성에 의해 본 연구자는 2012년에 Physical Computing 기반의 STEAM 프로그램을 개발하고 그 효과를 연구하였다. 그 결과 과학적 문제해결력, 과학적 태도, 인성 등에서 향상되는 결과를 얻었다. 본 연구에서는 2012년 연구의 후속연구이다. STEAM 프로그램을 적용하여 향상을 가져 온 4학년 학생들이 1년 후에 STEAM 교육을 받지 않았을 때 학생들에게 어떤 변화가 생겼는가를 연구하였다. 분석 방법은 4학년 초, STEAM 교육을 받은 4학년말, STEAM 교육을 받지 않은 5학년말의 검사 결과를 비교하였다. 그 결과 과학적 탐구에 대한 태도를 제외한 모든 영역에서 STEAM 교육을 받지 않은 5학년말은 4학년 초에 비해 향상이 없는 결과를 얻었다. 이것은 STEAM 교육의 필요성에 대한 역설적인 증거라고 할 수 있다.

• 치위생과학회지
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• 제12권6호
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• pp.696-701
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• 2012

The purpose of this study was to determine pH value of some alcoholic drinks sold in Korea and to provide the basic information which can cause dental erosion. Alcoholic drinks commercially sold were purchased from various big markets in Korea. The sorts of drinks tested in this study consisted of 5 brands of beers, 24 brands of makgeollis, 9 brands of wines and 12 brands of sojus. The test groups were selected randomly and the pH of each beverage was determined using a pH meter he each pH was measured. For statistical data, Mann-Whitney test was used to analyze difference for red wine and white wine and Kruskal-Wallis test was used to compare the pH of each test group. The result of this study was as followings: the mean pH of 5 brands of beers was 4.21, that of 24 brands of makgeollis 3.88, of 9 brands of wines 3.34 and of 12 brans of sojus 7.86. Each test group was significantly different (p<0.05). Except for soju groups, the test groups had a low pH value which can cause dental erosion. In terms of comparing between pH value of red wine and white wine, the result of this study represented that the mean pH of red wine was 3.45 and that of white wine was 3.21. This result showed the pH of two kinds of wine had a low pH which can lead to dental erosion and the difference of two wine were significantly different (p<0.05). As a result, some drinks sold in Korea have a high erosive potential on teeth since they have a comparatively low pH expect soju. Hence, when we consume some kinds of alcoholic drinks, we make sure to remember that the alcoholics which had a low pH, can have an effect on dental erosion that mean we should avoid to drink some alcoholic drinks with low pH for long time.

• 한국방재학회 논문집
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• 제11권1호
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• pp.15-22
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• 2011

본 논문에서는 아치 형상을 갖는 강재 거더에 콘크리트가 충진되고 외부에 긴장력을 도입하여 구조적 효율성을 높인 CFTA 거더(Concrete-Filled and Tied Steel Tubular Arch Girder)의 아치효과와 구조적 성능을 검증하기 위해 정적하중재하실험을 수행하였고, 실험결과의 타당성을 검증하기 위해 유한요소해석을 수행하였다. CFTA 거더는 강재, 콘크리트, PS강재 등을 이용하여 각 재료의 역학적 장점을 최대한 발휘하도록 형상화하였다. 본 연구에서는 프레임해석프로그램으로 지간장 12m인 축소모형을 설계하였으며, 해석결과에 근거하여 정적재하실험이 수행되었다. 정적재하실험 결과, CFTA 거더의 구조적 성능과 안전성이 검증되었으며, 아치 효과에 의해 타 구조형식과는 다른 처짐 형상이 나타났다. 또한 ABAQUS 프로그램을 이용한 유한요소해석을 통해 차량 충돌 안정성과 정적재하실험결과의 타당성을 입증하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.3221-3223
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• 2007

Recently, nuclear power plant companies have been extending the turbine valve test interval to reduce the potential of the reactor trip accompanied with a turbine valve test and to improve the NPP's economy through the reduction of unexpected plant trip or decreased operation. In these regards, the extension of the test interval for turbine valves was reviewed in detail. The effect on the destructive overspeed probability due to the test interval change of turbine valves is evaluated by Fault Tree Analysis(FTA) method. Even though the test interval of turbine valves is changed from 1 month to 3 months, the analysis result shows that the reliability of turbine over speed protection system meets acceptance criteria of 1.0E-4/yr. This result will be used as the technical basis on the extension of the test interval for turbine valves. In this paper, the propriety of the turbine valve test interval extension is explained through the review on the turbine valve test interval status of turbine overspeed protection system, the analysis on the annual turbine missile frequency and the probability evaluation of the destructive overspeed due to the test interval extension.