• 한국전자파학회논문지
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• 제25권12호
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• pp.1201-1211
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• 2014

본 논문에서는 무한 도체평판의 슬롯을 통해 침투하는 침투 전자파를 저감(차단)시키기 위한 개구면 차단필터를 제안하고 슬롯으로 침투하는 전자파의 저감(차단) 특성을 검토하고 있다. 개구면 차단필터의 개념을 정립하기 위해 무한 도체평판에 있는 슬롯의 개구면 전계분포에 관한 적분방정식을 유도하고, 적분방정식의 해를 모멘트법으로 구하여 평면파가 슬롯 개구에 입사할 때 개구면 차단필터에 의한 침투 전자파의 저감(차단) 효과를 검토하였다. 이론해석의 결과, 도체평판의 슬롯으로 침투하는 침투 전자파를 저감(차단)시킬 수 있는 개구면 차단필터가 실현 가능함을 확인할 수 있었다. 개구면 차단필터의 개념 및 이론해석의 타당성을 검증하기 위해 폭이 좁은 슬롯에 개구면 차단필터를 부착하여 침투 전자파의 저감(차단) 효과를 실험적으로 확인하였다.

• 한국산학기술학회논문지
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• 제8권4호
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• pp.848-852
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• 2007

널말뚝의 관입속도 예측을 위한 해석수단 중 많은 경우에 얕은 근입깊이에 대해서 관입속도를 지나치게 크게 평가하기 때문에 해석법의 신뢰성을 떨어뜨리는 요인으로 작용한다. 본 연구에서는 이러한 해석상의 단점을 보완하고자 널말뚝의 휨진동모델을 정립하고 휨진동에 의해 발생하는 에너지 손실량을 평가하였다. 또한 휨진동에 의한 에너지손실에 따른 진동타입력의 감소를 하중감소계수를 써서 반영하고자 하였다.

• 한국환경과학회지
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• 제10권4호
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• pp.311-314
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• 2001

The asphalt mixture with CRM(Crumb Rubber Modifier) is known to show a better performance in resisting thermal cracking, fatigue cracking and rutting compared with the conventional mixture. The laboratory tests on the physical characteristics of indirect tensile strength, density, flow and Marshall value of the CRM asphalt were conducted. The test results show that CRM asphalt has better physical characteristics than that of conventional asphalts. And the analysis on the noise reduction effect, penetration capacity from the field test on the national road in Haksan of Chungbuk, and recycling of tire waste were conducted. From this study, the results show that 1% CRM asphalt has higher the noise reduction effect and penetration capacity that those of conventional asphalts. And, optimal contents of crumb rubber modifier in the asphalt binder is one percent. In this case, crumb rubber modifier were used 10 kg to make the asphalt binder of one cubic meter. So it was named as Eco-asphalt.

• Journal of electromagnetic engineering and science
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• 제6권2호
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• pp.123-129
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• 2006

This paper presents a method of reducing penetration of penetrated electromagnetic fields through a narrow slot with parallel wire arrays in a planar conducting screen of infinite extent. An integral equation for the aperture electric field on the narrow slot is derived and solved by applying Galerkin's method of moments. When a plane wave is excited to the narrow slot, the aperture electric field is easily controlled by the parallel wire arrays connected on the slot and therefore the magnitude of the penetrated electric field is effectively reduced by loading the parallel wire arrays. The numerical results show that the magnitude of the penetrated electromagnetic field can be effectively reduced by installing the parallel wire arrays on the slot. The results of the calculated penetration electric fields are in good agreement with that of the measured results.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 춘계학술대회 논문집
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• pp.443-450
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• 2001

This paper shows the reduction effect of tile earthquake-induced liquefaction potential of soils that improved by Vibro-Replacement Stone Columns. The Vibro-Replacement Stone Columns method transforms soft cohesive soils into a composite mass of compacted granular or crushed stone columns by using vibrating equipment and water jets. This study investigated and analyzed the behavior of the stone columns and composite ground using the results of in situ test and measurement at the job-site. This paper shows the evaluation of the earthquake-induced liquefaction potential of soils using in situ test. There are different types of in situ test used in the evaluation the liquefaction potential. In the particular study the Standard penetration test, and Cone penetration test were used. The N value of Standard Penetration test has been used all over for a very long time. The evaluation of the liquefaction of soil was performed using the worldwide renewed Cone penetration test

• 한국전자파학회논문지
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• 제25권7호
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• pp.767-773
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• 2014

본 논문에서는 무한 도체 평판의 슬릿 부근에 도체판을 부가하여 슬릿으로 침투하는 전자파의 저감 특성을 검토하였다. 이론 해석에는 FDTD 법을 사용하였으며, 부가 도체판의 형상 및 길이, 간격, 두께의 변화에 따른 침투 전계의 특성을 계산하여 부가 도체판의 구조 변화가 침투 전자파의 저감 특성 및 차폐 효과 특성에 미치는 영향을 고찰하였다. 그 결과, 부가 도체판의 구조 변화에 따라 차폐 효과, 침투 전계의 특성이 변화하는 것을 관찰할 수 있었고, 침투 전계를 최소로 하는 부가 도체판의 최적 구조가 있음을 확인할 수 있었다.

• 한국전자파학회논문지
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• 제23권9호
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• pp.1094-1099
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• 2012

본 논문에서는 무한 도체 평판의 슬롯 부근에 도체판을 부가하여 슬롯으로 침투하는 전자파의 저감 특성을 검토하였다. 이론 해석에는 FDTD법을 사용하였으며, 부가 도체판의 길이, 폭, 위치 및 간격의 변화에 따른 침투 전계의 특성을 계산하여 부가 도체판의 구조 변화가 침투 전자파의 저감 특성에 미치는 영향을 고찰하였다. 그 결과, 부가 도체판의 구조 변화에 따라 침투 전계의 특성이 변화하는 것을 관찰할 수 있었고, 침투 전계를 최소로 하는 부가 도체판의 최적 구조가 있음을 확인할 수 있었다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2004년도 제22회 춘계학술대회논문집
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• pp.749-752
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• 2004

In a liquid-fueled ramjet engine, the insufficient mixing and evaporation result in the low combustion efficiency and combustion instability. Improving its spray characteristics and devising a means of mixing fuel droplets with air may compensate these disadvantages of liquid fuel ramjet engine. The jet penetrations of various fuel injectors were measured to investigate the spray characteristics of a liquid-fueled ramjet engine under high pressure air-stream conditions. The penetrations in high pressure conditions are smaller than the values calculated from Inamura's or Lee's equations, and, in the high pressure conditions, the jet penetrations are similar each other. In the dual hole injectors, the jet penetrations of rear orifice is rapidly increased due to the reduction of the drag, which is created by the jet column of front orifice. The jet penetration of rear orifice is increased because of the drag reduction created by the jet column of the front orifice. And, because of the drag reduction formed by the column of jet, the jet penetration in the rear orifice of dual hole injector is much larger than the jet penetration of single hole injector. As the distances of the orifice are increased, the jet penetrations of the rear orifice decrease.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.50-51
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• 2015

In marine and coastal environments, penetration of chloride ions is one of the main mechanisms causing concrete reinforcement corrosion. Currently, most of experimental investigations about submerged penetration of chloride ions are started after the four weeks standard curing of concrete. The further hydration of cement and reduction of chloride diffusivity during submerged penetration period are ignored. To overcome this weak point, this paper presents a numerical procedure to analyze simultaneously cement hydration reaction and chloride ion penetration process. First, using a cement hydration model, degree of hydration and phase volume fractions of hardening concrete are determined. Second, the dependences of chloride diffusivity and chloride binding capacity on age of concrete are clarified. Third, chloride profiles in hardening concrete are calculated. The proposed numerical procedure is verified by using chloride penetration test results of concrete with different mixing proportions.

• 한국분무공학회지
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• 제15권4호
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• pp.170-176
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• 2010

This paper describes the grid-size dependency of the conventional Eulerian-Lagrangian method to spray characteristics such as spray penetration and SMD in modeling DME sprays. In addition, the reduction of the grid-size dependency of the present Gas-jet model was investigated. The calculations were performed using the KIVA code and the calculated results were compared to those of experimental result. The results showed that the conventional Eulerian-Laglangian model predicts shorter spray penetration for large cell because of inaccurate calculation of momentum exchange between liquid and gas phase. However, it was shown that the gas-jet model reduced grid-size dependency to spray penetration by calculating relative velocity between liquid and ambient gas based on gas jet velocity.