• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.6
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• pp.164-169
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• 2018

In this study, the effect of the size of the specimen on the apparent resistivity was investigated at the laboratory level for electrical resistivity. The specimens were measured for apparent resistivity by fabricating specimens with different sides and heights. Experimental results show that the apparent resistivity increases as the side and height of the specimen become smaller. Also, it was confirmed that the influence of the size of the specimen on the electrical resistivity measurement was not linear.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.6
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• pp.113-119
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• 2019

This study aims at the analysis using the Resistivity Estimation Model (REM) to examine the effect of specimen size on the measurement of electrical resistivity. In the experiment, specimens of concrete were fabricated and the apparent resistivity was measured for each electrode interval. The apparent resistivity measured was found to be distorted in the apparent resistivity as the specimen size became smaller and closer to the outside (edge). As a result of comparing the experimental and analysis values, it is expected that REM can be used to examine the effect of the size of the specimen.

• Proceedings of the Optical Society of Korea Conference
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• 2003.07a
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• pp.242-243
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• 2003

최근 유전체와 유전체, 유전체와 금속 물질 경계면에서 일어나는 계면 현상에 대한 연구가 활발히 진행되고 있다. 본 연구에서는 유전체와 유전체 경계면에 형성된 소산파의 크기를 maxwell의 방정식을 이용하여 계산하고, 광학 trap을 이용한 광압 측정법을 사용하여 경계면에서 소산파의 크기를 실험적으로 측정하였다. 광압 측정 장치는 그림 1과 같다. (중략)

• Magazine of the Korea Concrete Institute
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• v.11 no.2
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• pp.157-165
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• 1999

When the ultimate strength of a concrete flexural member is evaluated, the effect of member size is usually not considered. For various types of loading, however, the strength always decreases with the increment of member size. In this paper the size effect of a flexural compression member is investigated by experiments. For this purpose, a series of C-shaped specimens subjected to axial compressive load and bending moment was tested using three different sizes of specimens with a compressive strength of 528 kg/$cm^2$. According to test results the size effect on flexural compressive strength was apparent, and more distinct than that for uniaxial compressive strength of cylinders. Finally a model equation was derived using regression analyses with experimental data.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.7 no.2
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• pp.29-36
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• 1987

In most of the structural members with initial cracks, the strength tends to decrease as the member size increases. This phenomenon is known as size effect. Among the structural materials of glass, metal or concrete, etc., concrete represents the size effect even without initial crack. According to the previous size effect law, the concrete member of very large size can resist little stress. Actually, however, even the large size member can resist some stress if there is no initial notch. This means that the fracture mechanism of very small or very large size member follows strength criterion, but the medium size member follows non-linear fracture mechanics (NLFM). In this study, the empirical models which are derived based on nonlinear fracture mechanics are proposed according to the regression analysis with the existing test data of large size specimens for uni-axial compression test, splitting tensile test and shear test of reinforced concrete beams.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.625-628
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• 2008

Size-effect correction factors of the flexural test specimens, which had controled cement concrete pavement quality, were investigated and derived to be easily used in field. We couldn't find the size-effects in this size range (10, 12, 15cm) of specimens, which were made of 32mm crushed aggregates, and the theoretical verification was presented by Bazant's equations. Finally, non-dimensional chart for size-effect correction was proposed, covering the relationship between compressive strengths and w/c ratios.

• 한국방재학회:학술대회논문집
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• 2007.02a
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• pp.283-286
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• 2007

지반을 보강 또는 지하수를 차단하기 위해 실시되는 그라우팅과 같은 공법이 제대로 효과를 발휘하기 위해서는 bulging 또는 sheet 형태의 그라우트체 형상의 조절이 필수적이다. 본 논문에서는 이러한 그라우트체 형상에 영향을 끼치는 인자를 찾기 위해 포화된 사질토지반에서의 그라우트 실험을 다수 실시하였다. 그라우트의 주입속도와 점성의 크기, 사질토의 상대밀도와 입도크기의 인자를 사용하여 실험을 사용한 결과, 비교적 느린 주입속도와 작은 상대밀도, 그라우트의 점성과 입자가 클수록 bulging 형상의 그라우트체가 형성이 되었다. 이와는 반대로 빠른 주입속도와 높은 상대밀도, 그리고 그라우트의 점성과 흙 입자가 작을수록 sheet 형상의 그라우트체가 형성이 됨을 확인하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.35 no.2
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• pp.299-306
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• 2015

The quality for the domestic pavement is evaluated based on flexural strength at the age of 28 days in accordance with KS regulation. Most specimens of the flexural tensile strength used currently are relatively large ones with a dimension of $150{\times}150{\times}550mm$. Accordingly, it is difficult to treat the specimens, and the utilization of a curing tank is low. In this paper, the study tried to resolve the problem by specimen size specified in the code. For this purpose, a flexural strength test was conducted according to the log scale within the specimen size specified by the KS. And, based on the results of this experiment, a comparative analysis was conducted using the prediction formula of Size Effect Law (SEL) proposed by Bazant to examine the correlation between specimen sizes, so as to use the result as basic data for the reduction of the specimen size in the quality evaluation of concrete pavement.

• Journal of the Korean Ceramic Society
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• v.38 no.1
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• pp.1-8
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• 2001

선택적 가스분리를 위한 분자체탄소(Molecular Sieve Carbon: MSC)로서의 활용을 위해 제조된 활성탄소섬유의 흡착능과 분자체 특성이 다양한 분자크기를 갖는 가스 흡착실험을 통해 조사되었다. 각 활성화 조건별 세공크기분포와 세공발달 전개과정을 유추함으로서, 세공크기분포의 조절이 가능하게 되었으며 활성탄소섬유의 분자체 탄소로서 활용을 용이하게 할 수 있었다. 800, 85$0^{\circ}C$의 온도로 수증기에 의해 활성화한 활성탄소섬유의 경우 burn-off가 각각 50, 40% 정도를 가진 활성탄소섬유가 비교적 작은 분자크기(0.3~0.4nm)의 흡착질에 대한 분자체 특성을 나타냈다. 또한, 다양한 분자크기의 흡착질을 포함하는 혼합가스의 유속과 흡착온도의 조절로서 원하는 흡착질의 선택적 분리를 위해 활성탄소섬유가 갖는 분자체 특성 향상을 보였다.

• Journal of the Institute of Electronics Engineers of Korea SP
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• v.38 no.3
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• pp.33-33
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• 2001

본 논문에서는 단일 글꼴에 의존하는 원형 패턴 벡터(circular pattern vectors)를 이용하여 위치 이동, 크기 변화 그리고 회전에 무관한 새로운 인쇄체 한글 인식 알고리즘을 제안한다. 제안한 알고리즘은 2진 형태론(binary morphology)을 이용하여 입력 문자에 존재하는 잡음(noise)을 제거한 후, 원형 패턴벡터를 추출한다. 추출된 원형 패턴 벡터는 주어진 문자의 무게 중심을 원의 중심으로 하여 그린 여러 원주 상에 위치한 공간적인 분포 값을 나타내는 것이다. 마지막으로, 실험 문자는 기준 원형 패턴 벡터와 실험 원형 패턴 벡터간의 거리가 최소가 되는 기준 문자로 인식하게 된다. 제안한 알고리즘의 성능을 평가하기 위해, 크기 변화와 회전 변형이 있는 완성형 바탕체 한글 2,350자를 대상으로 모의 실험을 수행하였다. 제안한 알고리즘은 기존의 고리 투영 알고리즘보다 크기 변화와 회전 변형이 있는 한글 인식에 있어서 우수함을 보였다.