• 한국위험물학회지
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• 제6권2호
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• pp.55-61
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• 2018

In this study, the molten metal protective performance of various molten metal protective clothing materials such as herringbone twill laminated aluminium foils, oxydized-polyacrylonitrile laminated with aluminium deposited polyethylene terephthalate films, twill fabric laminated with aluminium deposited polyethylene terephthalate films and nonwoven laminated with aluminum deposited polyethylene terephthalate films, were evaluated according to modified EN ISO 9185. The results showed that the molten metal protective performance of tested samples improved with the increase in fabric structure density, weight and thickness. In addition the effect of the thickness of aluminum foil on the molten metal protective performance is not significant. It was found the fabric is more important in the molten metal splash protective clothing.

• 한국분무공학회지
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• 제29권2호
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• pp.75-82
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• 2024

In this study, the thickness of the liquid sheet formed by a splash plate nozzle at low jet velocities was measured by the direct contact method. The spatial distribution characteristics of the sheet thickness in the radial and circumferential directions, and the effects of jet velocity and liquid viscosity were analyzed. The wavy surface was observed for low viscosity water, but not for high viscosity glycerol solutions. The sheet thickness decreased as the circumferential angle or the distance from the impinging point increased. The sheet thickness increased as the liquid viscosity increased. Comparison with the theoretical predictions for two impinging jets showed some differences from the measurement results.

• Applied Biological Chemistry
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• 제38권2호
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• pp.151-156
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• 1995

하나하나의 우적(雨滴)과 여러개의 우적(雨滴)에 의한 토양의 분리(分離) (detachment)와 휘산(揮散) 침식(侵蝕) (splash erosion)을 연구하고자 미국 조지아주의 대표적인 농경지 토양 다섯 종류를 대상으로 우적탑(雨滴塔) (raindrop tower)과 인공강우기(人工降雨機) (rainfall simulator)를 이용하여 분리(分離) 실험을 수행하였다. 공시토양에 대하여 하나하나의 우적(雨滴)과 여러개의 우적(雨滴)에 의하여 일어나는 분리(分離)는 대부분 모래 크기의 입자로 비선택적이며, 토양의 이화학적 특성의 영향을 거의 받지 않는 경향을 보였다. 본 실험에 이용된 다섯 종류의 토양은 대부분 분산이 잘 되며 비교적 불안정하여 물방울에 의한 분리(分離)가 매우 쉽게 일어났으므로, 이들 토양 interrill 지역에서의 침식(侵蝕)은 분리(分離) 보다는 유출율 (runoff rate)에 의하여 결정됨을 알 수 있었다.

• 한국산업융합학회 논문집
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• 제3권1호
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• pp.37-42
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• 2000

액체 분무가 벽면의 평평한 면에 충돌할 때의 거동에 대해 실험을 통하여 조사하였다. 각 분사노즐과 벽면까지의 거리 그리고 분사 속도에 있어서 충돌점에서의 액체 액막의 비산 거동과 평면에서의 액막의 흐름에 대하여 관찰하였다. 충돌점에서 비산하는 액적의 비산율을 정량적으로 측정하였다. 분사속도가 증가에 의해 충돌 거동은 5개의 영역으로 분류되며, 분사속도가 증가하면 비산율도 증가하게 된다. 또한, 충돌거리가 분무의 분열점보다 길때의 분사량의 약 반 정도가 비산하게 되는 결과가 얻어졌다.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2004년도 춘계 학술발표대회 개요집
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• pp.63-65
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• 2004

아연도금강판은 일반 냉연강판에 비해 내식성과 내구섣이 우수하여 자동차, 토목, 건축, 가전산업 등 여러 분야에 널리 사용되고 있다. 그러나 저항용접 시 낮은 용점의 아연이 전극을 오염(Pick up)시켜 적정 용접전류가 높아지고 연속타점 시 저극의 오염으로 인해 날림(Splash)를 발생시켜 작업환경과 모재에 악영향을 주고있다. (중략)

• 한국항공우주학회지
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• 제36권12호
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• pp.1171-1179
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• 2008

난류고리와 스플래쉬 판에 의한 난류 혼합과 난류 생성에 관한 연구를 위하여 LES 해석이 가능한 CFD 코드를 개발하였으며 이를 사용하여 LES 해석을 수행하였다. 계산 결과에 의하면 난류고리는 유동장에 매우 강한 난류를 생성하여 후류에서 난류 혼합을 촉진하는 역할을 담당하는 것으로 밝혀졌다. 한편 난류고리 후류 방향으로 스플래쉬 판을 설치하면 난류고리만을 설치한 경우와 매우 다른 형태의 난류 에너지와 엔스트로피 생성을 관찰할 수 있었다. 이 경우의 난류혼합은 판 뒤에 생성되는 매우 강하며 집중적인 난류의 생성에 의하여 이루어지며 압력강하는 초기 압력의 1% 수준으로 매우 낮았다. 또한 계산결과에 의하면 난류고리의 형상이나 돌출 길이 변화는 생성되는 난류의 특성에 매우 커다란 영향을 미치지 못하였다. 난류 혼합을 가장 효과적으로 이룰 수 있는 판의 위치에 관한 연구 는 진행하지 못하였으나 지금까지 계산결과에 의하면 스플래쉬 판이 설치되었을 때 압력 강하도 낮은 수준이며 난류 혼합이 가장 효과적임을 알 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.207-208
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• 2010

The building that supply tidal and splash zone was constructed near Seamangeum Gate Bridge. The specimens that will be tested for maintenance of gate bridge were exposed on the tidal and splash zone, totally about 650. The characteristics of strength, salt penetration profile, field application of surface repair material and section recover material will be acquired by periodical test. The program was developed to obtain optimal maintenance strategy of gate bridge as a marine concrete structure and to deposit experimental data, lab. test result, field test result, on its D/B. On this paper, the comparison of concrete and recover material in the salt penetration characteristics was expressed. The quantitative analysis of salt contents in concrete surface was most important so the improvement for the machine of gathering power of concrete and the apparatus of measuring chloride contents was proceeded at this time. The two conclusions were summarized like as - The resistance of chloride attack of concrete was appeared 2.5 times bigger than that of recover material - The resistance of chloride attack of polymer series was appeared more higher than that of others.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.755-758
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• 1999

Reinforced concrete is in general known as high durability construction material under normal environments due to strong alkalinity of cement. Marine and harbour concrete in the tidal and the splash zone at seashore are exposed to cyclic wet and dry saltwaters which cause to accelerate corrosion of reinforcing steel in concrete. If corrosion resistance of concrete gets to weaken due to carbonations and cracks in cover concrete, furthermore, concrete durability rapidly decreases by corrosion of reinforcement steel embedded in concrete. The objective of this study is to develop appropriate corrosion protection systems so as to enhance the durability of concrete by controlling the cover depth of concrete and by using corrosion inhibitors as concrete admixtures.

• 대한기계학회논문집B
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• 제33권6호
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• pp.443-453
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• 2009

The Rayleigh-Taylor instability, the bubble rising in both partially and fully filled containers and the droplet splash are simulated by an in-house solution code(PowerCFD), which are typical benchmark problems among multiphase flows with material interface due to density difference. The present method(code) employs an unstructured cell-centered method based on a conservative pressure-based finite-volume method with interface capturing method(CICSAM) in a volume of fluid(VOF) scheme for phase interface capturing. The present results are compared with other numerical solutions found in the literature. It is found that the present method simulates efficiently and accurately complex free surface flows such as multiphase flows with material interface due to both density difference and instability.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.277-278
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• 2009

The building that supply tidal and splash zone was constructed near Seamangeum Gate Bridge. The specimens that will be tested for maintenance of gate bridge were exposed on the tidal and splash zone, totally about 650(Fig. 1). The characteristics of strength, salt penetration profile, field application of surface repair material and section recover material will be acquired by periodical test. The program was developed to obtain optimal maintenance strategy of gate bridge as a marine concrete structure and to deposit experimental data, lab. test result, field test result, on its D/B. On this paper, we hope to introduce two years exposure data as compressive strength, the modulus of elasticity, the modulus of dynamic elasticity, field adoption of repair and recover materials. As briefly speaking the results, possion's ratio, elasticity, strength was general, but the recover materials have some problems. There was crack between concrete and recover material and delamination figures.