• 한국전기전자재료학회논문지
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• 제18권11호
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• pp.983-989
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• 2005

[ $PZT(Pb(Zr,Ti)O_3)$ ] thin films were deposited by multi-target reactive sputtering method on $RuO_2$ substrates. Pure perovskite phase PZT films could be obtained by introducing Ti-oxide seed layer on the $RuO_2$ substrates prior to PZT film deposition. The PZT films deposited on the $RuO_2$ substrates showed highly voltage-shifted hysteresis loop compared with the films deposited on the Pt substrates. The surface of $RuO_2$ substrate was found to be reduced to metallic Ru in vacuum at elevated temperature, which caused the formation of oxygen vacancies at the initial stage of PZT film deposition and gave rise to the voltage shift in the P-E hysteresis loop of the PZT capacitor. The fatigue characteristics of the PZT capacitors under unipolar wane electric field were different from those under bipolar wane. The fatigue test under unipolar wane showed the increase of polarization. It was thought that the ferroelectric domains which had been pinned by charged defects such as oxygen vacancies and the charged defects were reduced in number by combining with the electrons injected from the electrode under unipolar wave, resulting in the relaxation of the ferroelectric domains and the increase of polarization.

• 한국전산구조공학회논문집
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• 제32권2호
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• pp.87-92
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• 2019

본 논문에서는 안정적인 전력공급이 어려운 실제 현장에 적용하기 위해서 PSC 내부 텐던의 긴장력 관리를 위한 저전압 EM센싱기법을 검증하였다. 지난 국내외 PSC 구조물 사고 사례를 볼 수 있듯이, 공용간 구조적 안정성을 확보하기 위해서는 PS텐던의 긴장력 관리가 매우 중요함을 알 수 있었다. 이에 본 논문에서는 EM센서를 통해 탄성-자기이론을 기반한 강자성체의 자기변형과 응력의 관계를 이용하여 전압 크기에 따른 긴장력에 대한 자기이력곡선을 계측하고자 하였다. 이를 위해 이중 원통코일형태의 EM센서를 제작하고 유압식 인장기를 이용한 PS텐던 인장 실험 장비를 구성하였다. 실험은 단계적으로 전압을 감소시켜 긴장력 크기에 따른 자기이력곡선의 변화를 계측하면서 최대/최소 전압값에 대한 계측결과에 따른 투자율의 변화와 긴장력의 관계를 비교 분석하였다. 그 결과, 전압이 감소하여 자기장의 크기가 작아짐에 따라 추정식에 대한 상수는 상이하지만 유사한 형태의 자기이력곡선 투자율의 변화를 확인할 수 있었다. 이를 통해 본 연구에서는 저전압 상태에서 EM센싱기법을 이용한 PSC 내부 텐던에 대한 긴장력 관리가 가능할 것으로 판단된다.

• Transactions on Electrical and Electronic Materials
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• 제14권1호
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• pp.36-38
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• 2013

Eight sample panels using an indium tin oxide(ITO)-coated glass substrate were fabricated, with barrier ribs formed of 55 ${\mu}m$ height and 10 ${\mu}m$ width. The upper and lower substrates were designed with the same panel condition, so a cell gap of 110 ${\mu}m$ was obtained. The charged particles in a cell consisted of $TiO_2$ (for white color) or carbon black (black color), negative or positive charge control agents, and a polymer. The average diameter of the two types of particles was commonly 10 ${\mu}m$, and their q/m value was -4.5 ${\mu}C/g$ and +4.5 ${\mu}C/g$, respectively. The electrically opposite particles mixed by an agitator were loaded into their cells by a simple particle-loading method. The discharging process proceeded at a humidity of 80% and a temperature of $30^{\circ}C$. Reflectivity was measured depending on discharging time, and a hysteresis curve by bias voltage obtained for comparison between the neutralized and non-neutralized panel, in which the superior optical property of the neutralized panel was ascertained.

• E2M - 전기 전자와 첨단 소재
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• 제9권8호
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• pp.836-850
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• 1996

In this study, we have analyzed structural analysis and measured ferroelectric characteristics of PZT thin films prepared by sol gel process with different sintering conditions and different Zr/Ti mot%. When the Zr mot% of PZT thin film was increased, it was found that the remanent. polarization and coercive field were decreased and increased, respectively. Also, the maxium dielectric constant of PZT(50/50) thin film was 786.8. We got double hysteresis(anti-fcrroelectric) curve from PbZrO$_{3}$ thin film. As heating rate goes up, pyrochlore phase of PZT thin film was decreased and dielectric and ferroelectric characteristics were improved. As a result of variation of sintering temperature and time 500.deg. C-800.deg. C and 5 sec.-8 hours, respectively, we got optimal sintering temperature and time. The optimium sintering temperature and time of conventional furnace method and rapid thermal processing method were 650.deg. C-700.deg. C for 30-60 minutes and 700.deg. C/20 seconds-2 minutes, respectively.

• 한국자기학회지
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• 제3권1호
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• pp.29-33
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• 1993

$1{\times}10^{-6}$Torr의 진공에서 열저항 가열식 진공증착 방법으로 제작한 $Permalloy/Al_{2}O_{3}/Co$ 강자성 터널집합의 자기저항 효과를 조사하였다. 이 논문에서는 제작한 강자성 터널접합 시료의 전류-전압 특성과 자기 valve 효과를 측정하고, 시료진동형자기계로 측 정한 자기이력곡선을 통하여 터널저항의 히스테리시스성 자장 의존성을 조사하였다. 터널링은 전류-전압 특성을 측정함으로써 확인 되어진다. 자기저항의 히스테리시스 곡선은 자화의 히스테 리시스 곡선과 잘 대응한다. 측정한 자기저항비 ${\Delta}R/R$은 실온에서 약 0.6% 였다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2004년도 춘계학술대회 논문집 디스플레이 광소자분야
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• pp.94-97
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• 2004

In this paper, we investigate fringe-field switching (FFS) mode cell by the ion beam (IB) alignment method on the a-C:H thin film, to analyze electro-optical characteristics in this cell. We studied on the suitable inorganic thin film for fringe-field switching (FFS) cell and the aligning capabilities of nematic liquid crystal (NLC) using the new alignment material of a-C:H thin film An excellent voltage-transmittance (V-T) and response time curve of the IB-aligned FFS-LCD was observed with oblique IB exposure on the DLC thin films. Also, AC V-T hysteresis characteristics of the IB-aligned FFS-LCD with IB exposure on the DLC thin films is almost the same as that of the rubbing-aligned FFS cell on a polyimide (PI) surface.

• 대한토목학회논문집
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• 제31권1D호
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• pp.73-82
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• 2011

일반적으로 다져진 도로기초 지반재료의 장기적인 강도나 배수 거동 평가시 불포화상태를 고려하지 않고 있다. 그래서 보조기층과 노상토와 같은 도로하부 기초에서의 불포화상태와 이력현상을 고려하는 것은 현실적이다. 따라서 보다 정량적인 불포화 지반의 평가를 위하여 흡수력과 함수특성을 평가하기 위한 적절한 장비, 재료모델, 그리고 투수계수에 대한 평가가 필요하다. 본 논문에서는 이러한 거동을 알아보기 위해서는 흙-수분 관계인 재료의 함수특성곡선 측정 자료를 통하여 불포화 투수계수를 추정하고 이를 통하여 국내 대표적인 입상재료에 대한 불포화상태에서의 수분의 이동에 대한 관찰 및 분석을 수행하였다.

• Structural Engineering and Mechanics
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• 제27권6호
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• pp.697-711
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• 2007

Though extensive research has been carried out for the ultimate strength of steel reinforced concrete (SRC) members under static and cyclic load, there was only limited information on the applied analysis models. Modeling of the inelastic response of SRC members can be accomplished by using a microcosmic model. However, generally used microcosmic model, which usually contains a group of parameters, is too complicated to apply in the nonlinear structural computation for large whole buildings. The intent of this paper is to develop an effective modeling approach for the reliable prediction of the inelastic response of SRC columns. Firstly, five SRC columns were tested under cyclic static load and constant axial force. Based on the experimental results, normalized trilinear skeleton curves were then put forward. Theoretical equation of normalizing point (ultimate strength point) was built up according to the load-bearing mechanism of RC columns and verified by the 5 specimens in this test and 14 SRC columns from parallel tests. Since no obvious strength deterioration and pinch effect were observed from the load-displacement curve, hysteresis rule considering only stiffness degradation was proposed through regression analysis. Compared with the experimental results, the applied analysis model is so reasonable to capture the overall cyclic response of SRC columns that it can be easily used in both static and dynamic analysis of the whole SRC structural systems.

• 한국농공학회논문집
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• 제54권5호
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• pp.129-139
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• 2012

Accurate modeling rainfall induced landslide and slope stability requires a detailed knowledge of the distribution of material strength characteristics and suction distribution. However, material properties obtained from the drying cycle are still used for infiltration analysis in many cases, even though material properties of wetting cycle are quite different from those of drying cycle due to hydraulic hysteresis and air occlusion. Therefore, the selection of proper material properties such as soil-water retention curve (SWRC) and the hydraulic conductivity function (HCF) reflecting characteristics of wetting cycle and air occlusion is an essential prerequisite in order to simulate the infiltration phenomena and to predict the suction and water content distribution in unsaturated soils. It is concluded that the simulation of infiltration with material properties from the drying cycle did not reasonably match with experimental outputs. Further discussion is made on how to describe the material properties considering air occlusion during wetting cycle over the entire suction range in order to simulate infiltration phenomena.

• Structural Engineering and Mechanics
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• 제88권5호
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• pp.501-519
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• 2023

This paper introduces a new hybrid structural connection joint that combines shear walls with section steel beams, fundamentally resolving the construction complexity issue of requiring pre-embedded connectors in the connection between shear walls and steel beams. Initially, a quasi-static loading scheme with load-deformation dual control was employed to conduct low-cycle repeated loading experiments on five new connection joints. Data was acquired using displacement and strain gauges to compare the energy dissipation coefficients of each specimen. The destruction process of the new connection joints was meticulously observed and recorded, delineating it into three stages. Hysteresis curves and skeleton curves of the joint specimens were plotted based on experimental results, summarizing the energy dissipation performance of the joints. It's noteworthy that the addition of shear walls led to an approximate 17% increase in the energy dissipation coefficient. The energy dissipation coefficients of dog-bone-shaped connection joints with shear walls and cover plates reached 2.043 and 2.059, respectively, exhibiting the most comprehensive hysteresis curves. Additionally, the impact of laminated steel plates covering composite concrete floors on the stiffness of semi-rigid joint ends under excessive stretching should not be disregarded. A comparison with finite element analysis results yielded an error of merely 2.2%, offering substantial evidence for the wide-ranging application prospects of this innovative joint in seismic performance.