본 연구는 MRI를 이용한 기능검사 시 rectangular FOV를 적용하더라도 기능을 정량화한 대표 값은 차이가 없다는 것을 증명함으로써, FOV 불일치로 인해 발생되는 문제점을 개선하고자 하였다. 연구방법은 대표적인 기능 검사로 뇌졸증의 진단에 널리 사용되고 있는 확산강조영상 검사를 이용하여, 주파수부호화 방향의 FOV 변화에 따른 ADC 값의 변화 여부를 비교평가 하였다. 연구결과, 주파수부호화 방향의 FOV가 변화함에 따라 ADC값은 통계적으로 유의한 차이를 보이지 않았으며, 사후분석 결과도 유의수준 0.05에 대한 부집단이 모두 1개 밖에 존재하지 않아 FOV 변화에 따른 ADC 값의 차이가 없음을 알 수 있었다. 결론적으로 MRI를 이용한 기능 영상에서 rectangular FOV를 적용하더라도 기능을 정량화한 대표 값에는 차이가 없으므로, FOV 불일치로 인해 수반되는 공간왜곡이나 mismatching의 문제점을 개선할 수 있다.

This paper presents an quantitative evaluation of loading conditions and its interaction of cold joint on accelerated diffusion coefficient. For the work, various loading conditions are prepared for concrete with cold joint. The mineral admixture of GGBFS (Ground Granulated Blast Furnace Slag) is replaced with 40% of weight ratio. The effect of GGBFS is evaluated to be effective to hinderance of chloride penetration. The compressive loading effect shows rapid enlargement of chloride diffusion after 60% of loading ratio while the tensile loading effect shows initially increased diffusion.

This paper presents the quantitative evaluation of migration diffusion coefficient considering an effect of cold joint. This also contains an effect of mineral admixture on chloride diffusion coefficient and the interaction of cold joint for chloride diffusion is experimentally investigated. The effect of mineral admixture is very effective to resistance to chloride penetration even if concrete has cold joint section.

To predict the characteristics of chloride ion penetration in the concrete and rebar corrosion prediction for chloride ion permeation, it is important to understand the chloride ion diffusion coefficient. It is possible that the reinforced concrete structures can be predicted accurately by the profile of the position of the rebar chloride ions using a chloride ion diffusion coefficient. On this study, analysis of chloride ion diffusion coefficient experimented in Korea and the effect of changes in the surface chloride ions concentration on chloride attacked durability design was analyzed

In this study, to estimate the corrosion initiation time of reinforced concrete structures subjected to chlorine environments, a 2-parameter model for the age factor of concrete diffusion coefficients is proposed and its applicability is discussed.

일반적으로 일반대기중의 CO2 농도는 낮기 때문에 자연상태에서는 중성화정도는 매우 느리게 된다. 따라서 콘크리트의 중성화 정도를 평가하기 위해서는 일반적으로 진행속도를 빠르게 하기 위하여 촉진 시험조건하에서 진행하게 된다. 따라서 본 논문은 CO2의 확산 및 Ca(OH)2와의 반응을 바탕으로한 수학적 모델을 통하여 일반대기환경하에서의 콘크리트 중성화 진행을 예측하고자 한다. 이를 위하여 본 논문에서는 촉진 중성화시험을 통하여 얻어진 실험치와 가장 유사한 CO2 확산계수를 채택하여 일반대기환경에서의 중성화진행을 예측하고자 하였다. 그 결과 CO2 확산계수를 이용한 수학적 모델을 통하여 마감재 종류에 관계없이 일반대기환경에서의 콘크리트 중성화진행속도를 예측할 수 있었다.

Turbulence greatly influence on atmospheric flow field. In the atmosphere, turbulence is represented as turbulent diffusion coefficients. To estimate turbulent diffusion coefficients in previous studies, it has been used constants or 2-level method which divides surface layer and Ekman layer. In this study, it was introduced Smagorinsky method which estimates turbulent diffusion coefficient not to divide the layer but to continue in vertical direcrtion. We simulated 3-D flow model and TKE equation applied turbulent diffusion coefficients using two methods, respectively. Then we showed the values of TKE and the condition of each term to TKE. The results of Smagorinsky method were reasonable. But the results of 2-level method were not reasonable. Therefor, it had better use Smagorinsky method to estimate turbulent diffusion coefficients. We are expected that if it is developed better TKE equation and model with study of computational method in several turbulent diffusion coefficients for reasonably turbulent diffusion, we will able to predict precise wind field and movements of air pollutants.