• 제목/요약/키워드: penetration mechanism

검색결과 216건 처리시간 0.024초

수치해석 기법을 이용한 정밀선상성형장약의 성능 예측에 관한 연구 (The Study on the Performance Prediction of Precision Linear Shaped Charge Using Numerical Analysis Method)

  • 이시은
    • 한국군사과학기술학회지
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    • 제25권3호
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    • pp.275-284
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    • 2022
  • Linear Shaped Charge(LSC) is widely used as a separation system in the field of weapon system. However, there are some disadvantages that are charging lots of explosives due to lack of uniformity and having difficulties of the design of liner and explosives because of manufacturing process. In order to solve these problems, Precision Linear Shaped Charge(PLSC) that can design a liner independently and charge explosives uniformly has been developed. In this study, PLSC was designed to have a proper liner shape and amount of explosives, and the penetration test of PLSC with different stand-off distance from liner to target was conducted. On the basis of the penetration test results of PLSC, the numerical analysis method using AUTODYN was established and verified. The penetrative mechanism and characteristics of PLSC with targets of different materials was analyzed from experimental and numerical results.

동작 메커니즘 진단을 기반으로 한 백도어(backdoor) 행동분석 방법 모델 연구 (A Study of Action Research Analysis Methods Model of Backdoor Behavior based on Operating Mechanism Diagnosis)

  • 나상엽;노시춘
    • 융합보안논문지
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    • 제14권2호
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    • pp.17-24
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    • 2014
  • 백도어의 침투공격 형태는 "trapdoor" 침투점을 이용하여 보안기능을 우회하고 데이터에 직접 접근을 허용하게 한다. 백도어는 소스코드 수정 없이도 코드 생성이 가능하고 심지어 컴파일 후에 수정도 가능하다. 이같은 방식은 컴파일러를 다시 작성하여 소스코드를 컴파일 할 때 특정 부분에 백도어를 삽입시키는 방법을 사용하기 때문에 가능하다. 백도어 방역작업에는 백도어 기본적 구조나 특성에 따라 피해영역이나 차단방법이 조금씩 다를 수 있다. 본 연구는 백도어 동작 메커니즘 진단을 기반으로 하여 백도어 행동분석 방법 모델을 도출하였다. 연구의 목적은 백도어에 대한 구조 및 감염형태를 파악하고 행동방식을 분석함으로서 앞으로 악성코드 대응과 해킹공격에 유용하게 활용할 수 있는 정보를 확보하는 데 있다.

Chloride diffusion study in different types of concrete using finite element method (FEM)

  • Paul, Sajal K.;Chaudhuri, Subrata;Barai, Sudhirkumar V.
    • Advances in concrete construction
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    • 제2권1호
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    • pp.39-56
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    • 2014
  • Corrosion in RCC structures is one of the most important factors that affects the structure's durability and subsequently causes reduction of serviceability. The most severe cause of this corrosion is chloride attack. Hence, to prevent this to happen proper understanding of the chloride penetration into concrete structures is necessary. In this study, first the mechanism of this chloride attack is understood and various parameters affecting the process are identified. Then an FEM modelling is carried out for the chloride diffusion process. The effects of fly ash and slag on the diffusion coefficient and chloride penetration depth in various mixes of concretes are also analyzed through integrating Virtual RCPT Lab and FEM.

알루미나/Ag-Cu-Zr-Sn 브레이징 합금계면의 미세조직 (Evolution of Interfacial Microstructure in Alumina and Ag-Cu-Zr-Sn Brazing Alloy)

  • 김종헌;유연철
    • 소성∙가공
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    • 제7권5호
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    • pp.481-488
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    • 1998
  • The active metal brazing was applied to bond Alumina and Ni-Cr steel by Ag-Cu-Zr-Sn alloy and the interfacial microstructure and reaction mechanism were investigated. Polycrystalline monoclinic $ZrO_2$ with a very fine grain of 100-150 nm formed at the alumina grain boundary contacted with Zr segregation layer at the interface. The $ZrO_2$ layer containing the inclusions and cracks were developed at the boundary of inclusion/$ZrO_2$ due to the difference in specific volume. The development of $ZrO_2$ at the interface was successfully explained by the preferential penetration of $ZrO_2$ at the interface was successfully explained by the preferential penetration of Zr atoms a higher concentration of oxygen and a high diffusion rate of Al ions into molten brazing alloy.

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디젤분무특성에 관한 실험적 연구(I) (Experimental Studies on Atomization Characteristics in Diesel Fuel Spray(I))

  • 박호준;장영준
    • 오토저널
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    • 제12권5호
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    • pp.76-84
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    • 1990
  • To study diesel fuel spray behavior, an experimental study was undertaken to investigate injection characteristics in vary ing back pressure and atomization mechanism in a non-evaporating diesel spray. Generally, injection characteristics is the curve of fuel flow plotted against time. The area under this curve is equal to the total quantity of fuel discharged for one injection. The method that measures rate of injection is long tube-type fuel rate indicator. Diesel spray injected into a quiescent gaseous environment under high pressure is observed by taking high speed camera by the focused shadow photographs. The results show that, at the start of injection, as the injected fuel rushes into the quiescent atmosphere the spray angle becomes large. Finally the spray stabilizes at a constant cone angle. Spray penetration length increases with the injection pressure.

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혼합계시멘트를 사용한 콘크리트의 염화물이온 침투 및 확산특성 (The Penetration and Diffusivity of Chloride ion into Concrete using Blended Cement)

  • 양승규;김동석;엄태선;이종열
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.489-492
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    • 2006
  • A chloride is an important deteriorating factor which governs the durability of the reinforced-concrete structures under marine environments. Also, the main penetration mechanism of chloride ion into concrete is a diffusion phenomenon and numerous methods have been proposed to determine the diffusion coefficient of chloride ion quickly. In this study, electrically accelerated experiments were carried out in order to evaluate diffusion coefficient of the chloride ion into concrete. The methods were diffusion cell test method in which the voltage of 15V(DC) was applied. The type of cement is blended cement in which the admixtures of blast-furnace slag and fly ash were used. In conclusion, the diffusion coefficient of chloride ion is much affected according to mineral admixtures and the diffusion coefficient of ternary blended cement showed very low values. it is presumably said that this result is due to highly densified pore structures by the aid of slag substitution and pozzolanic activity of fly ash.

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침적시험에 의한 콘크리트의 염소이온 확산계수 평가 (A Study on the Chloride Ion Diffusion Coefficient of Concrete by Submergence in Salt Water)

  • 김동석;양승규;정연식;유재상;이종열;본간건일
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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    • pp.297-300
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    • 2003
  • A chloride is an important deteriorating factor which governs the durability of the reinforced-concrete structures under marine environments. Also, the main penetration mechanism of chloride ion into concrete is a diffusion phenomenon. In this study, It is evaluated the diffusion coefficient of chloride ion in non-steady state by Fick's second law. Submergence method in salt water carried out in this experiment. Two types of cement which is different in mineral composition were used. In addition, the effect of mineral admixtures of blast-furnace slag and meta-kaolin was studied. In conclusion, the diffusion coefficient of chloride ion is much affected according to cement type and mineral admixtures, also, it is proved that meta-kaolin as well as blast-furnace slag is effective in preventing penetration of chloride ion.

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Microwave heating of carbon-based solid materials

  • Kim, Teawon;Lee, Jaegeun;Lee, Kun-Hong
    • Carbon letters
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    • 제15권1호
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    • pp.15-24
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    • 2014
  • As a part of the electromagnetic spectrum, microwaves heat materials fast and efficiently via direct energy transfer, while conventional heating methods rely on conduction and convection. To date, the use of microwave heating in the research of carbon-based materials has been mainly limited to liquid solutions. However, more rapid and efficient heating is possible in electron-rich solid materials, because the target materials absorb the energy of microwaves effectively and exclusively. Carbon-based solid materials are suitable for microwave-heating due to the delocalized pi electrons from sp2-hybridized carbon networks. In this perspective review, research on the microwave heating of carbon-based solid materials is extensively investigated. This review includes basic theories of microwave heating, and applications in carbon nanotubes, graphite and other carbon-based materials. Finally, priority issues are discussed for the advanced use of microwave heating, which have been poorly understood so far: heating mechanism, temperature control, and penetration depth.

모래지반에서 표준관입시험에 따른 관입거동 (Standard Penetration Test Performance in Sandy Deposits)

  • ;정성교
    • 한국지반공학회논문집
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    • 제29권10호
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    • pp.39-48
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    • 2013
  • 본 논문에서는 표준관입시험(SPT) 중에 발생하는 관입거동을 표현하기 위한 이론식을 유도하여 나타내었다. 이를 위하여 에너지보존법칙을 도입하고 SPT 항타거동을 소형강관말뚝이 관입되는 것과 같이 모형화 하였다. 이론식에는 쉽게 결정하기 어려운 쌍곡선 매개변수(m과 ${\lambda}$)를 포함하여 3종류의 입력정수 항으로 구성되어 있다. 최적화된 m과 ${\lambda}$값은 3점에서의 측정값을 사용하여 시행착오법으로 구하였다. 체계적으로 측정된 기존의 자료로부터 얻어진 관입곡선과 예측 관입곡선을 비교한 결과 좋은 일치를 보여 주어서 본 이론식의 적용성이 입증되었다. 본 이론식에 의하면, 주어진 깊이에서 m값이 증가할수록 ${\lambda}$값은 감소하고 관입곡선의 곡률과 N값은 증가하였다. 일반적으로 예측 관입곡선은 예비타 부분을 넘어서면서 거의 직선적으로 변하였으며, 이러한 경향은 모래가 조밀할수록 현저하였다. 그러므로 제안방법은 불충분하게 측정된 관입곡선으로부터 30cm 관입에 해당하는 N값을 외삽법으로 구할 수 있다. 이와 유사한 결과는 역시 간단한 직선식을 이용하여 구할 수 있다.

도로구조물 적용을 위한 광촉매 콘크리트의 질소산화물(NOx) 제거효율 평가 (Evaluation of NOx Removal Efficiency of Photocatalytic Concrete for Road Structure)

  • 김영규;홍성재;이경배;이승우
    • 한국도로학회논문집
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    • 제16권5호
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    • pp.49-58
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    • 2014
  • PURPOSES : In areas of high traffic volume, such as expressway across large cities, the amount of nitrogen oxides (NOx) emitted into the atmosphere as air pollution can be significant since NOx gases are the major cause of smog and acid rain. Recently, the importance of NOx removal has arisen in the world. Titanium dioxide ($TiO_2$), that is one of photocatalytic reaction material, is very efficient for removing NOx. The NOx removing mechanism of $TiO_2$ is the reaction of solar photocatalysis. Therefore, $TiO_2$ in road structure concrete need to be contacted with ultraviolet rays (UV) to be activated. In general, $TiO_2$ concretes are produced by replacement of $TiO_2$ as a part of concrete binder. However, considerable portion of $TiO_2$ in concrete cannot contact with the pollutant in the air and UV. Therefore, $TiO_2$ penetration method using the surface penetration agents is attempted as an alternative in order to locate $TiO_2$ to the surface of concrete structure. METHODS : This study aimed to evaluate the NOx removal efficiency of photocatalytic concrete due to various $TiO_2$ application method such as mix with $TiO_2$, surface spray($TiO_2$ penetration method) on hardened concrete and fresh concrete using surface penetration agents. The NOx removal efficiency of $TiO_2$ concrete was confirmed by NOx Analyzing System based on the specification of ISO 22197-1. RESULTS : The NOx removal efficiency of mix with $TiO_2$ increased from 11 to 25% with increasing of replacement ratio from 3 to 7%. In case of surface spray on hardened concrete, the NOx removal efficiency was about 50% due to application amount of $TiO_2$ with surface penetration agents as 300, 500 and 700g/m2. The NOx removal efficiency of surface spray on fresh concrete due to all experimental conditions, on the other hand, which was very low within 10%. CONCLUSIONS : It was known that the $TiO_2$ penetration method as surface spray on hardened concrete was a good alternative in order to remove the NOx gases for concrete road structures.