• 한국구조물진단유지관리공학회 논문집
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• 제20권1호
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• pp.18-24
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• 2016

본 논문은 강섬유의 일부를 철근집합체로 대체하여 초고강도 섬유보강 철근 콘크리트 I 형보의 연성거동을 유도하는 것을 목적으로 한다. 강섬유와 철근집합체의 조합을 가진 초고강도 콘크리트 I 형보 대한 휨거동 실험을 수행하였다. 강섬유의 혼입률은 0%, 0.7%, 1%, 1.5%, 2%이다. 철근집합체와 PS강연선 집합체가 압축구역에서 콘크리트를 구속하기 위해 사용되었다. 철근집합체와 강연선 집합체의 길이도 실험요소 중 하나이다. 이러한 실험요소를 조합하여 9개의 초고강도 철근 콘크리트 I 형보를 제작하였다. 강섬유 뿐만 아니라 종방향의 철근 집합체도 초고강도 철근 콘크리트 I형 보의 연성거동을 유도하는데 효과를 가지고 있다. 강섬유 혼입률 0.7% 또는 1%와 철근집합체를 사용한 조합이 I형 보의 효과적인 연성 거동을 보여주고 있다. 하중과 처짐관계 및 균열양상 등이 좁은 간격을 가진 작은 직경의 종방향 철근 집합체의 유용성을 나타내고 있다.

• 대한토목학회논문집
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• 제28권5A호
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• pp.729-735
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• 2008

건전하게 설계 시공된 콘크리트는 충분한 내구성 및 장기수명을 갖는 것으로 알려졌다. 그러나 저자의 기존 연구에 의하면 콘크리트 표면에 존재하는 균열은 염소이온의 침투에 대한 빠른 침투 통로가 되어 내구성능을 저하시킬 수 있는 것으로 나타났다. 균열을 제어하기 위하여 설계적 측면에서 높은 철근비로 균열폭을 감소시킬수는 있으나, 이러한 균열이 실질적으로 내구성을 저하시키는데에 따른 검토 및 내구성 향상을 유도할 수 있는 방법이 필요하다. 표면도장공법은 균열폭이 작은 경우에 균열을 실링하여 염소이온 침투를 차단하는데 가장 간단한 방법중의 하나로 간주될 수 있다. 그래서 본 연구는 표면도장공법으로 미세균열의 개구를 통한 염소이온 침투를 제어할 수 있는지를 고찰하였다. 실험변수로 침투재와 도포재의 단일 적용과 복합적용이 실험변수로 고려되었으며, 급속 염소이온 침투 실험을 통하여 균열대비 염소이온 침투깊이를 검토하였다. 실험결과에 의하면 침투재는 균열 실링효과를 기대할 수 없었으나, 도막재는 0.06 mm, 침투재와 도막재를 혼합사용하면 0.08 mm이내의 균열폭에서 염소이온 침투를 제어할 수 있었다.

• 전자공학회논문지
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• 제49권9호
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• pp.55-64
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• 2012

지금까지 부채널 분석은 스마트카드, 전자여권, e-ID 카드와 같은 Chip 기반의 보안 디바이스의 키를 해독하는 데 효과적임이 알려져 왔다. 이에 대한 실용적인 대응법으로 마스킹기법과 셔플링 기법을 혼용한 방법들이 제안되었다. 최근 S.Tillich는 마스킹과 셔플링 기법이 적용된 AES를 Template Attack(TA)을 이용한 biased-mask 공격기법으로 분석하였다. 하지만, S.Tillich 분석 기법을 적용하기 위해서는 사전에 masking 값에 대한 template 정보를 수집하여야 한다는 가정이 필요하다. 뿐만 아니라 분석 대상이 되는 masking 값의 시간 위치를 정확하게 알고 있어야 분석 성공 확률이 높아진다. 본 논문에서는 masking 값에 대한 시간 위치 정보와 이에 대한 template 정보를 활용하지 않고도 마스킹-셔플링 기반한 AES 대응법을 해독하는 새로운 편중전력분석 (Biasing Power Analysis, BPA)를 제안한다. 실제로 MSP430칩에서 구동되는 마스킹-셔플링 기반의 AES 대응법의 파형으로부터 BPA 공격을 통해 비밀키 128비트를 해독하는 실험을 성공하였다. 본 연구의 결과는 차세대 ID 카드 등에 활용될 스마트 칩에 대한 물리적 안전성 검증에 효율적으로 활용될 것으로 사료된다.

• 콘크리트학회논문집
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• 제26권2호
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• pp.109-116
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• 2014

압축강도 160MPa과 길이 15.4 m를 가진 초고강도 섬유보강 콘크리트 분절박스 거더의 휨거동 실험을 수행하였다. 초고강도 섬유보강 콘크리트 분절 박스에 연성거동 특성을 보강하기 위한 강섬유와 종방향철근의 조합 효과를 두종류의 강섬유 혼입률로 제작된 초고강도 분절형 박스거더의 휨거동을 비교함으로써 평가하였다. 강섬유 혼입률이 1%이고 전단철근과 상부플랜지와 복부에 종방향철근으로 보강한 초고강도 콘크리트 박스거더 BF2의 거동은 탄성응력대에서 전단철근 없이 강섬유 혼입률 2%인 초고강도 섬유보강 콘크리트 박스거더와 유사한 연성거동을 보여준다. 그러나 비선형응력대에서는 BF1의 강성이 약간 더 크고 안정적인 연성거동 형태를 보여주고 있다. 초고강도 섬유보강 콘크리트 박스거더의 분절면은 휨파괴 시까지 균열이나 슬립이 발생하지 않았다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2002년도 학술.기술논문발표회
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• pp.87-91
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• 2002

This paper investigates the corrosion inhibition and the reduction of hydration heat properties of Ground Granulated Blast-Furnace Slag (GGBFS) added concrete. Since the massive civil structure is vulnerable to the thermal crack by hydration. adiabatic temperature rising tests were performed for water-binder ratios from 43.2% to 47.3%, while replacing 15% to 50% of cement with GGBFS of equal weight. Then, the corrosion protection performance was evaluated using cylindrical specimens embedded with steel reinforcement according to the combination of 3 W/B ratios and 2 levels of chloride ion quantity. The corrosion area of the embedded steel ban was determined using the high pressure steam curing method specified in KS F 2561. The test results showed that the replacement of GGBFS was effective in reducing the hydration heat. The corrosion area of the embedded steel ban decreased as the replacement of GGBFS increased. However, the corrosion area of the steel bar was proportional to the autoclave cycle and the chloride ion quantity. Among the tested specimens, compressive strength, reduction of hydration heat, and corrosion inhibition performance were excellent when 50% of cement was replaced with GGBFS of equal weight.

• 소음진동
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• 제5권4호
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• pp.543-553
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• 1995

Modern steam turbine generators are being built as a higher power and larger system, experiencing more frequent starts and stops of operation due to a constant change of power demands. Hence, they are inevitably more vulnerable to various vibrations, and more often exposed to the danger of sudden vibration accidents than ever before. Even under the circumstances, in order to secure the system reliability of steampower plants and there by to supply safely the public electricity, it is important to prevent a sudden vibration accident in one hand and even when it happens, to raise an operating efficiency of the plants throught swift and precise treatments in the other. In this study, an interactive vibration diagnostic system has been developed to make the on-site vibration diagnosis of steam turbine generators possible and convenient, utilizing a note-book PC. For this purpose, at first the principal vibration phenomena, such as various unbalance and unstable vibrations as well as rubbing, misalignment, and shaft crack vibrations, have been systematically classified as grouped parameters of vibration frequencies, amplitudes, phases, rotating speeds at the time of accident, and operating conditions or condition changes. A new complex vibration diagnostic table has been constructed from the causal relations between the characteristic parameters and the principal vibration phenomena. Then, the diagnostic system has been developed to screen and issue the corresponding vibration phenomena by assigning to each user-selected combination of characteristic parameters a unique characteristic vector and comparing this vector with a diagnostic vector of each vibration phenomenon based on the constructed diagnostic table. Moreover, the diagnostic system has a logic whose diagnosis may be performed successfully by inputing only some of the corresponding characteristic parameters without having to input all the parameters. The developed diagnostic system has been applied to perform the diagnosis of several real cases of steam turbine vibration accidents. And the results have been quite satisfactory.

• 소성∙가공
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• 제25권1호
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• pp.36-42
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• 2016

Fiber metal laminates (FMLs) are well known for improved fatigue strength, better impact resistance, superior damage tolerance and slow crack growth rate compared to traditional metallic materials. However, defects and loss of strength of a composite material can occur due to the vertical load from the punch during the joining with a dissimilar material using a conventional clinching method. In the current study, tapered-hole clinching was an alternative process used to join Al 5052 and FMLs. The tapered hole was formed in the FML before the joining. For the better understanding of static and dynamic characteristics, a clinched joining followed by a tensile-shear test was numerically simulated using the finite element analysis. The design parameters were also evaluated for the geometry of the tapered hole by the Taguchi method in order to improve and compare the lateral joining strength of the clinched joint. The influence of the neck thickness and the undercut were evaluated and the contribution of each design parameter was determined. Then, actual experiments for the joining and tensile-shear test were conducted to verify the results of the numerical simulations. In conclusion, the appropriate combination of the design parameters can improve the joining strength and the cross-sections of the tapered-hole clinched joint formed in the actual experiments were in good agreement with the results of the numerical simulations.

• KCI Concrete Journal
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• 제12권2호
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• pp.23-30
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• 2000

This paper presents behavior of concrete pavement at transverse joint subject to static test load. The test was conducted on 1/10 scale model in the laboratory. Load transfer across the crack is developed either by the interlocking action of the aggregate particles at the faces of the joint or by a combination of aggregate interlock and mechanical devices such as dowel bars. In this study, significant three variables considered to the performance of joints were selected. : (a)diameter of dowel bars(2.5mm, 3.0mm, 4.0mm), (b)presence or absence of dowel bars, (c)aggregate types(crushed stone, round stone). Experimental results were analyzed to find relationships among displacement of discontinuous plane at jointed slab, load transfer efficiency and joint opening, etc. Displacement of discontinuous plane at joint was decreased according to the increase of dowel bar diameter. In addition, it is found that model slabs made using crushed stone had better load transfer characteristics by aggregate interlock than model slabs made using similarly graded round stone. Displacement of discontinuous plane was increased according to the increase of loading. In addition, it was decreased as dowel diameter(2.5mm, 3.0mm, 4.0mm) was increased. In the case of slab without dowel bars, displacement of discontinuous plane was greatly increased and load transfer effciency of slab applied crushed stone was shown 30 percent greater than round stone. In addition, load transfer efficiency of slabs, which were made using crushed and round stone without dowel bars, was decreased to 20 percent and 30 percent, respectively as it was compared with slabs made us-ing dowel bars.

• 한국기계가공학회지
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• 제19권7호
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• pp.7-15
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• 2020

Recently, the fourth industrial revolution has been presented as a new paradigm and additive manufacturing (AM) has become one of the most important topics. For this reason, process monitoring for each cross-sectional layer of additive metal manufacturing is important. Particularly, deep learning can train a machine to analyze, optimize, and repair defects. In this paper, image classification is proposed by learning images of defects in the metal cross sections using the convolution neural network (CNN) image labeling algorithm. Defects were classified into three categories: crack, porosity, and hole. To overcome a lack-of-data problem, the amount of learning data was augmented using a data augmentation algorithm. This augmentation algorithm can transform an image to 180 images, increasing the learning accuracy. The number of training and validation images was 25,920 (80 %) and 6,480 (20 %), respectively. An optimized case with a combination of fully connected layers, an optimizer, and a loss function, showed that the model accuracy was 99.7 % and had a success rate of 97.8 % for 180 test images. In conclusion, image labeling was successfully performed and it is expected to be applied to automated AM process inspection and repair systems in the future.

• 한국표면공학회지
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• 제51권2호
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• pp.87-94
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• 2018

Various sealing techniques were applied to the anodized 5083 aluminum alloy for marine environment to reduce corrosion and cavitation erosion damage. Electrochemical experiments and cavitation erosion tests were conducted to evaluate the corrosion resistance and cavitation resistance of the anodic oxide film treated with sealing in natural seawater solution. Then, damaged surface morphology was analyzed by scanning electron microscope(SEM) and 3D microscope. As the results of the electrochemical experiments, it was observed that the surface damage of all the experimental conditions in the anodic polarization experiment was locally grown by the combination of crack and corrosion damage. In the Tafel analysis, the corrosion resistance of all sealing treatment conditions was improved compared to the anodizing. On the other hand, cavitation erosion tests showed that the anodizing and all the sealing treatment conditions generated local pit damage by cavitation erosion attack and grew to crater damage in the observation of damaged surface by SEM. Also, the weight loss and the surface damage depth measured with the experiment time presented that most of the sealing treatment conditions showed better cavitation erosion resistance than the anodizing, and they had an incubation period at the beginning of the experiment.