• Magazine of the Korea Concrete Institute
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• v.10 no.5
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• pp.197-204
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• 1998

초기재령에서 외기에 노출된 콘크리트는 수분확산으로 인하여 부등건조수축이 발생하고, 또한 자체건조로 인하여 자기수축도 발생한다. 따라서 콘크리트 재부의 수축변형도는 이러한 자기수축을 포함하고 있으므로 이를 고려해야 한다. 본 연구에서는 초기재령에서 콘크리트 강도에 따라 자기수축의 영향을 고려하여 부둥건조수축에 대한 실험과 해석을 수행하였다. 또한 콘크리트 내부의 부등수분분포로 인한 수축변형도에 대하여 실험결과와 해석결과를 비교하여, 해석방법의 타당성을 검증하였다. 실험 및 분석결과에 의하면 저강도콘크리트는 수분확산으로 인하여 주로 수축현상이 일어나고 자기수축의 영향은 거의없었다. 그렇지만 고강도 콘크리트는 자기수축에 의해서도 영향을 받았다. 그리고 콘크리트의 부등건조수축은 강도에 따라 큰 차이를 나타냈다. 또한 제시한 해석방법에 의한 해석결과는 실험결과를 잘 예측하였다.

• Journal of the Korea Concrete Institute
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• v.14 no.5
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• pp.726-733
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• 2002

Shrinkage strip or separation strip is a temporary joint that is left open for a certain time during construction to allow a significant part of the shrinkage to take place without inducing stress. A shrinkage stress analysis method of shrinkage strip in concrete slab of multi-story building considering the relaxation effect of creep and construction sequence is proposed. The analysis results of 10-story example building show that the effect of shrinkage strip can be analyzed easily by the proposed method. And shrinkage strip installed in a particular floor makes the stress of that floor reduced and the stress of the other floors increased a little. The rate and amount of stress reduced with closing time mainly depends on the development of shrinkage with time of concrete model used. The amount of stress reduced is determined by the amount of shrinkage strain developed before the closing of shrinkage strip.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.3 s.55
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• pp.188-196
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• 2009

In Concrete, shrinkages occur like plastic shrinkage and drying shrinkage in the early age because of evaporation and transfer of moisture. Within the country, the crack test standardized by KS is used to test the drying shrinkage of the concrete by using the restricted drying shrinkage of Dumbbell type mold, but this test is for the cracking-point and the restricted shrinkage stress. Thus it is difficult to valuate the crack quantitative test. In this study, it is intended to develop the Flat-ring type restrained test method for the shrinkage deformation movement of the concrete and to provide the quantitative data for evaluating the cracks in concrete. And it suggest the proper specimen diameter and quantitative test method about shrinkage crack properties on Flat-ring type restrained test method. And Verified the suitability.

• Magazine of the Korea Concrete Institute
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• v.10 no.6
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• pp.261-268
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• 1998

Deflections due to shrinkage are frequently ignored in design calculation. Especially for thin member, shrinkage often causes considerable deformations as wellas appreciable stress changes. Several methods for computing shringkage curvature have been proposed by many researchers. Some of the approximte methods widely used in the recent years are the equivalent tensile force method, Miller's method and Branson's method. These methods were, however, somewhat oversimplified and could be too conservative in the case of well cured concrete structure. In this paper, an approximate method for computing shrinkage curvature and deflection is proposed. Curvature due to shrinkage is derived from the requirements of strain compatibility and equilibrium of a section and the age-adjusted effective modulus method. The proposed method is verified by comparison with several experimental measurements. The correlations between calculated and measured curvatures is very good.

• Proceedings of the Korean Information Science Society Conference
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• 2002.04b
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• pp.664-666
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• 2002

기울기 연산자나 표면접합에 의한 윤곽추출과는 다른 본 논문에서는 확장과 수축방법론을 이용한 윤곽추출 및 잡음제거 방법론을 제안한다. 제안한 알고리즘은 전처리과정을 거친 후 확장과 수축 방법론을 적용함으로써 영상 윤곽 추출률을 높이고자한다 특히, 기존의 윤곽선 추출방법인 소벨과 프리위트알고리즘은 전처리과정인 미디안필터를 거친 후에 사용하였으며, 제안한 방법은 기존의 윤곽선 추출 필터를 거친 후에 사용하였다. 구체적으로 서술하면 확장알고리즘에서는 일정한 임계치를 초과하면 흰색으로 대치하였고, 수축 알고리즘에서는 검정색으로 대치했다. 기존의 잡음제거과정은 윤곽선의 손실은 없었으나 잡음제거가 소량 이루어졌으며, 제안한 방법에서는 약간의 윤곽선 손실을 보였으나 완전하게 잡음을 제거시킬 수 있었다.

• Communications of Mathematical Education
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• v.20 no.4 s.28
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• pp.575-586
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• 2006

Both theory and experiment are very important parts in sciences. Especially in mathematics, theory seems to be very important, but experiment or practice doesn't. Numerical analysis of many parts in mathematics needs practice in computer. In this paper, I suggest that computer-practicing in teaching power method, inverse power method and deflation to calculate eigenvalues and eigenvectors is good in understanding the theory. It also makes students sure that mathematics is helpful.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.4A
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• pp.795-808
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• 2006

In this paper, an analytical method which can predict the occurrence of plastic shrinkage cracking on concrete slabs with sequential placement is proposed on the basis of the numerical model introduced in the previous study. The influence of many design variables on plastic shrinkage cracking such as the number of layers and the time interval between layers is quantitatively analyzed through parametric studies using the analytical method. In advance, two equations are introduced to take into account the effect of sequential placement on the plastic shrinkage cracking of concrete slab; The first one is to calculate the time at which the surface of concrete slab begins to dry, and the second one is to determine the critical time interval to prevent the surface drying of previously placed concrete layers. The timing of curing and the sequence of concrete placement, which are important for the prevention of plastic shrinkage cracking, can be effectively planned using the introduced both equations without any rigorous analysis.

• Journal of the Korea Concrete Institute
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• v.22 no.1
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• pp.85-91
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• 2010

In this study, the drying shrinkage strains were compared of 24~60 MPa concrete specimens subjected to various curing conditions and measurement methods were compared. And, the applicability of the test and prediction methods were investigated. According to the results, drying shrinkage was significantly reduced in 28 day curing condition. In the sealed curing case, drying shrinkage strain from demolding time was identical to the one of the standard curing case for low strength concrete, however, drying shrinkage strain was greatly increased than the standard case for high strength case because of the effect of autogenous shrinkage. The efficient measurement was possible using the embedded gage for concrete drying shrinkage, but, the measured value by contact gage was lower than the one by the embedded gage. The test results agreed with EC2 model better than the other.

• Proceedings of the KIEE Conference
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• 1999.11c
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• pp.567-569
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• 1999

본 논문에서는 골격근의 지속적인 수의 수축시에 발생하는 근육의 수축상태변화를 규명하기 위하여 심리 변화와 생리변화를 계측하여 이들의 해석방법을 제안하였다. 지금까지는 근육의 수축상태를 근전도의 변화로부터 정상상태와 피곤상태로 구분하고 있다. 그러나 본 연구에서 제안한 심리적 변화를 기초로한 생리 신호 해석 방법에서는 근육수축 상태가 정상상태, 피곤상태, 아픈상태의 3단계 변화를 한다는 사실을 얻었다.

• Proceedings of the Korean Society for Emotion and Sensibility Conference
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• 2001.11a
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• pp.19-24
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• 2001

본 연구에서는 국내 7개 기업에서 생산되고 있는 PET POY와 일본과 대만에서 생산되고 있는 PET POY 시료를 준비하여 이들 사의 열수축 특성을 hank 실험방법과 Toray FTA-500 계측기를 사용한 실험 data를 비교 분석하여 최근 도입되어 사용되고 있는 Toray FTA-500 열 수축률 측정계측기의 타당성을 조사하고자 한다. 본 연구를 위해 사용한 시료는 PET POY 85d/72f 그리고 120d/36f 그리고 120d/36f 2가지를 준비했으며 국내 합섬 maker 7개회사별로 각각 같은 굵기의 POY 사를 준비하였다. 그리고 국내 POY와 외국 소재로서 대만과 일본에서 생산되고 있는 소재의 열 수축률 특성치를 Toray FTA-500과 hank 방법을 비교 분석하므로서 감성의류 제조용 PET POY 사의 국내ㆍ외 소재의 차이점을 계측기계와 계측방법의 상이로 나누어 data화가 가능케 함으로서 감성의류소내 개발에 기초자료를 활용코자 한다.