• Proceedings of the Korean Vacuum Society Conference
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• 2013.08a
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• pp.201.1-201.1
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• 2013

자기애자는 전차선로 설비에서 가장 중요한 전기절연재료이지만, 내충격에 결함이 있고 파괴되기 쉽고, 무거워 취급에 어려움이 따른다. 이러한 자기애자의 단점을 해결하기 위하여 고분자 애자의 개발이 진행되어지고 있다. 그러나 고분자 애자의 경우 재질 특성상 자기 애자보다 분진의 부착이 쉽고 부착된 분진의 세척이 어려운 단점이 있어, 장기 사용 시 특성 변화가 우려된다. 본 연구에서는 TiO2 세라믹 타겟이 부착된 비대칭 마그네트론 스퍼터링 장치를 이용하여 TiO2 박막을 증착하였으며 증착되어진 TiO2 박막의 광촉매 특성과 트라이볼로지 특성을 고찰하였다. 광촉매 특성으로는 표면 접촉각 분석을 통하여 고찰하였으며, 트라이볼로지 특성으로는 경도, 잔류응력, 마찰계수, 표면 거칠기 등을 평가하였다. 또한 XRD, FESEM 분석 등 구조분석을 통하여 광촉매 특성과 트라이볼로지 특성등과의 연관성을 규명하였다.

• Journal of Dental Rehabilitation and Applied Science
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• v.20 no.1
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• pp.51-56
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• 2004

이번 연구의 목적은 순수 타이타늄의 표면을 양극산화법으로 표면처리하여 표면의 특성변화를 연구하고, 이에 따른 세포부착 특성의 차이를 연구하는 것이다. 원반 모양의 타이타늄을 전해질용액에서 300V - 550V의 전압을 주어 양극산화 하고 표면특성을 관찰한 결과, 전압이 높아짐에 따라 표면의 분화구 크기가 커지는 양상을 보였으며 아울러 표면 거칠기도 증가되었다. 세포 부착 실험결과 전압이 증가함에 따라 세포부착 및 증식세포수는 감소하였다. 300V 이상의 양극산화 전압은 표면의 거칠기는 증가시키지만 세포증식은 오히려 억제되는 것이 관찰되었다.

• Korean Journal of Environmental Biology
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• v.30 no.3
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• pp.272-279
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• 2012

This was the second study on the ecological characteristics of the epiphytes on seagrass leaf. The objective of this study was to understand the variation of epiphytes on seagrass leaf depending on the change of physico-chemical factors such as salinity, nutrients, and etc. This study showed the four results. 1) The eelgrass growth was influenced by water temperature, suggesting the positive correlation between eelgrass growth and water temperature. 2) The epiphytes growth on seagrass leaves did not show the correlation with water temperature, but negatively correlated with salinity. 3) The eelgrass growth decreased when the concentraion of nitrogen increased. 4) However, loads of epiphytes increased when the concentration of total nitogen (TN), nitrate ($NO_3^-$), and nitrite ($NO_2^-$) were high. This increase of epiphytes growth could be suggested in the cause-effect pathway of nutrient enrichment leading to seagrasses loss.

• Journal of the Korea Concrete Institute
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• v.19 no.5
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• pp.631-637
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• 2007

This study was to evaluate bond properties between high-strength steel fiber reinforced concrete and high strength steel rebar. An direct bond test were performed to evaluate the bond performance of high strength steel rebar in two types of high-strength concrete with steel fiber volume fraction (0, 20, $40kg/m^3$). Also, relative bond strength was defined to determine the effect of steel fiber volume fraction on bond strength. The bond test results showed that the bond performance of high strength steel rebar and high strength concrete tended to increase with higher compressive strength and steel fiber volume fraction. Relative bond strength which performed to analyze effect of steel fiber volume fraction showed increased relative bond strength with increased steel fiber volume fraction.

• Journal of the Korea institute for structural maintenance and inspection
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• v.28 no.2
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• pp.77-86
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• 2024

In this study, authors attempted to determine the bond behavior characteristics to utilize Grid typed CFRP reinforcement as an alternative to steel rebar used as concrete reinforcement. Since it is difficult to understand the influence of the transverse grid length of the Grid typed CFRP reinforcement in the existing numerical analysis proposal for bond behavior, a nonlinear 3D model was created and finite element analysis was performed. To perform the analysis, the analysis was conducted by inputting a nonlinear material model and modeling the bond interface characteristics between the Grid typed CFRP reinforcement and concrete and comparing them with the actual direct pull-out test results. The bond behavior characteristics of the Grid typed CFRP reinforcement were found to be very dominated by the factors of the transverse grid, and showed a tendency to continuously increase load.

• Journal of the Korea Concrete Institute
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• v.24 no.6
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• pp.761-768
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• 2012

The purpose of this study is to investigate bond properties of GFRP used in SFRC (Steel fiber reinforced concrete) and normal concrete. The experimental variables were rebar diameter (D13, D16), steel fiber volume fraction (0~2%) and cover thickness ($1.5d_b$, $5.4d_b$). The experimental results showed a different failure mode depending on the cover thickness. Through the tested specimens, splitting failure occurred for the specimens with small cover thickness and pull out failure occurred in the specimens with large cover thickness. Introduction of steel fiber caused the specimens to have more ductile behavior of bond stresss-lip after peak stress, but they did not increase the bond strength significantly. These failure modes were shown in both steel reinforcement and GFRP. However, from the difference of micro structure of bond failure mechanism between steel rebar and GFRP rebar, more ductile behavior was observed in GFRP-specimens after maximum bond strength was reached.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 1999.04a
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• pp.94-96
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• 1999

충북 단양에 위치한 조일 광산에서 채취한 구리와 아연으로 오염된 광미(광산 폐기물로서 금속 추출 후 남은 찌꺼기)를 효율적으로 처리하기 위한 생물학적 용출기법(bioleaching) 에서 기본 배지 조성(9K medium)을 변화시켜 미생물의 표면 특성을 측정하고 미생물 표면 특성이 용출 효율에 미치는 영향을 관찰하였다. 인을 첨가하지 않았을 때 소수성 값은 62.5％, 질소원 농도가 45mM일 때의 소수성 값은 66.7%로 미생물 표면 특성이 가장 소수성인 특성을 가지고 있었으며, 구리와 아연의 용출 효율도 가장 높게 나타나는 상관 관계를 나타냈다. 또한 광미에 부착된 미생물의 양을 측정해 본 결과, 미생물 표면 특성이 소수성일수록 광미에 부착된 미생물의 양도 많다는 것을 알 수 있었다.

• Korean Journal of Materials Research
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• v.6 no.1
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• pp.124-129
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• 1996

TiN 기판상에 CVD와 무전해 도금을 이용하여 구리막을 성장시킬 때 여러 가지 전처리에 따른 증착 양상의 변화에 관하여 조사하였다. Cu(hfac)2를 선재(precursor)로 사용하여 CVD 증착을 실시할 때 각 전처리에 따른 TiN상의 구리막의 덮힘성(coverage)향상은 Pd-HF 활성화 처리>>HF dip> RF remote plasma의 순이었다. 특히 Pd-HF 활성화 처리를 해줄 경우 거의 완전한 연속막을 얻을수 있었으며 scotch tape peel test 결과 매우 양호한 부착특성을 보였으나, 이에 비해 전처리를 해주지 않은 경우에는 오랜 시간이 경과되어도 연속막으로 성장하지 못하고 섬모양의 큰 결정립을 이룰 뿐이었다. 이러한 차이는 Pd-HF 활성화 처리에 의해 표면에 미세하게 형성된 Pd층이 구리의 핵생성과 부착특성을 크게 향상시켰기 때문인 것으로 사료되며 이러한 효과는 무전해 도금의 경우에도 마찬가지였다. 그리고 기판과 증착온도에 따른 선택성을 보면 35$0^{\circ}C$이하에서는 pd-HF 활성화 처리에 의해서 SiO2에 대하여 TiN으로의 선택성을 가지나 그 이상의 온도에서는 선택성이 상실되었다.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.93-94
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• 2009

In this paper, the bond performance between prestressing strand and Ultra High Performance Concrete members are verified to collect the basis data of UHPC increased in practical uses recently. Concrete pouring direction, strand location and strand size were the main parameters of UHPC. As a result, the initial bond performances are influenced by all above parameters.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.3
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• pp.100-107
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• 2010

This study evaluates the bond behavior of reinforced concrete (RC) beams using recycled coarse aggregates. A total of four specimens were cast and tested. The test parameter was the type of coarse aggregates, that is, natural and recycled coarse aggregates, and the absorption ratio of recycled coarse aggregate. The recycled coarse aggregates with absorption ratios of 3% and 6% were used in this test. The specimens were simply supported and were subjected to a concentrated load. A test method proposed by Ichinose was adopted to estimate effectively the bond properties of specimens. From the experimental results, it was found that there was no difference of bond characteristics according to the absorption ratio of recycled coarse aggregates.