• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2017년도 제48회 춘계학술대회논문집
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• pp.843-848
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• 2017

고온/고압/산화제 과잉 환경에 노출되는 금속들은 급격한 산화(발화 및 연소)가 일어날 수 있다. 본 연구에서는 시편에 전력을 공급하여 시편 온도를 직접 제어하는 방식의 직류전원장치 시험설비를 구축하고 고온/정체/산화제 과잉 환경을 모사하여 STS 계열 금속 재질에 대한 금속 산화 및 발화에 대한 평가를 진행하였다. 그 결과, 선정된 재질의 변형(변색), 표면 거칠기에 변화와 금속 표면의 박리 현상이 관찰되었으며 무게 및 시편 두께에 변화가 있음을 확인하였다. 시편 중 가장 산화가 심한 시편은 STS 304이며 산화가 덜한 시편은 XM-19로 나타났다.

• Current Photovoltaic Research
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• 제4권4호
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• pp.140-144
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• 2016

In this paper, core-shell structure of nickel/gold (Ni/Au) conductive layer on poly-methyl-methacrylate (PMMA) micro-ball was fabricated and its conduction property was investigated. Firstly, PMMA micro-ball was synthesized by using dispersion polymerization method. Size of the ball was $2.8{\mu}m$ within ${\pm}7%$ deviation, and appropriate elastic deformation of the PMMA micro-ball ranging from 31 to 39% was achieved under 3 kg pressure. Also, 200 nm thick Ni/Au conductive layer was fabricated on the PMMA micro-ball by uniformly depositing with electroless-plating. Adhesion of the conductive layer was optimized with help of surface pre-treatment, and the layer adhered without peeling-off despite of thermal expansion by collision with accelerated electrons. Composite paste containing core-shell structured particles well cured at low temperature of $130^{\circ}C$ while pressing the test chip onto the substrate to make electrical contact, and electrical resistance of the conductive layer showed stable behavior of about $6.0{\Omega}$. Thus, it was known that core-shell structured particle of the Ni/Au conductive layer on PMMA micro-ball was feasible to flexible electronics.

• 대한건축학회논문집:구조계
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• 제35권12호
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• pp.149-156
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• 2019

Recently, skyscraper building and apartment fires, which were rapidly spread out from a low floor to a rooftop, have become a frequent occurrence in mass media. This fire problems have a fatal disadvantage that the exterior wall finish of the building emits toxic gas in case of fire by using dry bit method or organic insulating material. Therefore, in order to remedy these problems, many exterior wall finishing construction methods have been proposed, but the current trend is to use existing construction methods due to problems such as economy, weight, and durability. On the other hand, in countries such as Germany and Japan, ceramic sidings are used as exterior finishing material for buildings, which is environmentally friendly, excellent natural beauty, long life, easy maintenance and high-quality exterior materials. However, those ceramic sidings have still the problems such as manufacturing cost and weight problem because of boosting the sintering temperature up to 1,350℃ or more. Also, conventional CRC, MgO, FRP sidings which are composed of pulp, glass fiber and organic materials, have been reports of deformation due to ultraviolet rays, discoloration, corrosion and scattering, surface rupture, lifting and peeling. Therefore, in this study as an alternative to solve this problem, halosite nano kaolin produced in Sancheong in Korea and frit flux were used to satisfy the required properties as ceramic siding using low temperature sintering (below 1,000℃) and lightweight materials such as pearlite. This study aims to design the optimal formulation and process of materials and to study the characteristics of nano-coated ceramic siding material development and to present relevant basic data. The findings show that ceramic siding for nanocoated building materials is excellent as a natural ceramic siding building material. The fire resistance of natural minerals and nano particle refining technology satisfy the bending strength of 80kgf / cm2, the volume ratio of 2.0 and the absorption rate of less than 10.0%.

• Structural Engineering and Mechanics
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• 제58권3호
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• pp.577-596
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• 2016

FRP-concrete interfacial mechanical properties determine the strengthening effect of RC beams strengthened with FRP. In this paper, the model experiments were carried out with eight specimens to study the failure modes and the strengthening effect of RC beams strengthened with FRP. Then a theoretical model based on interfacial performances was proposed and interfacial mechanical behaviors were studied. Finite element analysis confirmed the theoretical results. The results showed that RC beams strengthened with FRP had three loading stages and that the FRP strengthening effects were mainly exerted in the Stage III after the yielding of steel bars, including the improvement of the bearing capacity, the decreased ultimate deformation due to the sudden failure of FRP and the improvement of stiffness in this stage. The mechanical formulae of the interfacial shear stress and FRP stress were established and the key influence factors included FRP length, interfacial bond-slip parameter, FRP thickness, etc. According to the theoretical analysis and experimental data, the calculation methods of interfacial shear stress at FRP end and FRP strain at midspan were proposed. When FRP bonding length was shorter, interfacial shear stress at FRP end was larger that led to concrete cover peeling failure. When FRP was longer, FRP reached the ultimate strain and the fracture failure of FRP occurred. The theoretical results were well consistent with the experimental data.

• Advances in concrete construction
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• 제8권3호
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• pp.173-185
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• 2019

This article presents a comparative study of the effect of steel layouts on the seismic behavior of transition steel-concrete composite connections, both experimental and analytical investigations of concrete filled steel tube-reinforced concrete (CFST-RC) and steel reinforecd concrete-reinforced concrete (SRC-RC) structures were conducted. The steel-concrete composite connections were subjected to combined constant axial load and lateral cyclic displacements. Tests were carried out on four full-scale connections extracted from a real project engineering with different levels of axial force. The effect of steel layouts on the mechanical behavior of the transition connections was evaluated by failure modes, hysteretic behavior, backbone curves, displacement ductility, energy dissipation capacity and stiffness degradation. Test results showed that different steel layouts led to significantly different failure modes. For CFST-RC transition specimens, the circular cracks of the concrete at the RC column base was followed by steel yielding at the bottom of the CFST column. While uncoordinated deformation could be observed between SRC and RC columns in SRC-RC transition specimens, the crushing and peeling damage of unconfined concrete at the SRC column base was more serious. The existences of I-shape steel and steel tube avoided the pinching phenomenon on the hysteresis curve, which was different from the hysteresis curve of the general reinforced concrete column. The hysteresis loops were spindle-shaped, indicating excellent seismic performance for these transition composite connections. The average values of equivalent viscous damping coefficients of the four specimens are 0.123, 0.186 and 0.304 corresponding to the yielding point, peak point and ultimate point, respectively. Those values demonstrate that the transition steel-concrete composite connections have great energy dissipating capacity. Based on the experimental research, a high-fidelity ABAQUS model was established to further study the influence of concrete strength, steel grade and longitudinal reinforcement ratio on the mechanical behavior of transition composite connections.

• 마이크로전자및패키징학회지
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• 제12권3호
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• pp.207-212
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• 2005

Al, Ti, Ta 및 Cr 박막을 DC 마그네트론 스퍼터링방법으로 0 - 800 W의 RF 바이어스로 폴리이미드 기판에 가하면서 증착한 후 금속박막의 접착성을 연구하였다. 접착력은 $90^{\circ}$ 필 테스트로 평가하였다. 필 테스트 결과 모든 시편에서 기판에 RF 바이어스를 가하면 접착력이 향상되었다. RF바이어스를 가한 시편은 필링 도중 계면근처의 폴리이미드 내에서 파괴가 일어나면서 소성변형이 심하게 발생하였다. 단면 투과전자현미경 관찰에 의하면 금속/폴리이미드 계면은 분명하지 않고 복잡한 형상을 띄고 있었다. 이런 복잡한 계면은 RF 바이어스의 영향으로 생겼으며 접착력 향상의 주요 요인이었다.

• 한국세라믹학회지
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• 제41권10호
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• pp.728-734
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• 2004

평균입자크기가 서로 다른 WC-Co계 모재위에 고온 열처리법과 화학적 에칭방법을 이용하여 다이아몬드 막을 코팅하고 압흔법을 통해 그 접착력(adhesion strength)을 평가하였다. $1450^{\circ}C$의 고온 열처리 방법에 의해 준비된 WC-Co 시편표면에서는 WC 입자가 성장하였으며, 그 결과 20$\mu$m 이상의 다이아몬드 막이 증착된 경우에도 100kg의 하중에서도 우수한 접착력이 얻어졌다. 그러나, 모재 표면입자의 과도한 입성장으로 시편 인선부에는 변형이 발생하였으며, 증착된 다이아몬드 막은 거친 표면조도를 보였다. 이와 비교하여, 화학적 부식의 경우에는 submicron 크기의 WC 입자를 제외하고, 2$\mu$m 이상의 WC 입자를 가지는 모재를 이용하여 10$\mu$m의 다이아몬드 코팅막을 증착시킨 경우에는, 60kg의 하중에서도 양호한 접착력이 유지되었다 특히, WC 입자가 클수록 접착력의 신뢰성이 대폭 향상되었다. 이는 수 $\mu$m 이내의 비교적 얇은 두께의 다이아몬드 막을 증착하는 경우 화학적 에칭방법이 시편 형상의 변형을 방지하고, 양호한 표면조도를 얻을 수 있어 고온 열처리 방식에 비해 효과적임을 의미한다.