• 한국자기학회:학술대회 개요집
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• 한국자기학회 2003년도 하계학술연구발표회 및 한.일 공동심포지엄
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• pp.21-21
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• 2003

Microstructure and magnetic transport phenomina in rf sputtered AlN/Co type ten-layered discontinuous films of nanoscaled [AlN (3 nm)/Co (t nm)]...$\sub$10/ with t$\sub$Co/=1.0∼2.0 nm have been investigated. The microstructure and tunneling magnetic resistance of the samples are strongly dependent on the thickness of Co layer. Negative tunneling magneto-resistance due to the spin-dependent transport has been observed along the current-in-plane configuration in the samples having the Co layers below 1.6 nm thick. When the thickness of Co layer was less than 1,2 nm, randomly oriented granular Co particles were completely isolated and embedded in amorphous AlN matrix, and the films showed the superparamagnetic behavior with a high MR value of Δ$\rho$/$\rho$$\sub$0/=1.8 %. As t$\sub$Co/ increases, a transition from the regime of co-existence of superparamagnetic and ferromagnetic behaviors to ferromagnetic behavior was observed. Tunneling barrier called "decay length for tunneling" for the films having the thickness of Co layer from 1.4 to 1.6 nm was measured to be ranged from 0.004 to 0.021 ${\AA}$$\^$-1/.

• Journal of Magnetics
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• 제8권2호
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• pp.98-102
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• 2003

Microstructure and magnetic transport phenomina in rf sputtered AIN/CO type ten- layered discontinuous films of nanoscaled [AIN(3 nm)/Co(t nm)]…$_10$ with t$_Co$=1.0∼2.0 nm have been investigated. The microstructure and tunneling magnetic resistance of the samples are strongly dependent on the thickness of Co layer, Negative tunneling magneto-resistance due to the spin-dependent transport has been observed along the current-in-plane configuration in the samples having the Co layers below 1.6 nm thick. When the thickness of Co layer was less than 1.2 nm, randomly oriented granular Co particles were completely isolated and embedded in amorphous AIN matrix, and the films showed the superparamagnetic behavior with a high MR value of ${\Delta}p/p_0$=1.8%. As t$_Co$ increases, a transition from the regime of co-existence of superparamagnetic and ferromagnetic behaviors to ferromagnetic behavior was observed. funneling barrier called “decay length far tunneling” fur the films haying the thickness of Co layer from 1.4 to 1.6 nm was measured to be ranged from 0.004 to 0.021 ${\AA}$$^{-1}$.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.553-560
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• 2003

From the analytical standpoint, it is advantageous to consider the behavior of supported walls as plane strain condition. But supported walls constitute geotechnical problems which, in strut terms, are not plane strain cases. These represent differences between the measured and the predicted due to the stiffness and spacing of supported walls and the behavior of discontinuous walls such as solider beams with lagging. This study is to investigate simulations of a system behavior along a horizontal section of walls supported by prefabricated strut. Using a beam column method, relative effects associated with prefabricated strut stiffness and spacing in a systematic behavior were investigated.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1991년도 봄 학술발표회 논문집
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• pp.84-90
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• 1991

Underground structures usually consist of rock masses or concretes which can be cracked or have cracks. This study aims to develop an analysis program which can deal with the effect of discontinuous behavior due to those cracks using the block theory. It is assumed that rock masses form blocks along the discontinuity lines, and deformation within the block is relatively small. The behavior of discontinuity plane of the structures is divided into sliding along the discontinuity plane. separation of discontinuity by tensile force, and degradation of asperity angle of discontinuity plane by external force with sliding of rock Basses. These behaviors are implemented using constitutive relation and relevent load-displacement relation defined through normal and shear stiffnesses. Time varying displacements and block velocities are calculated by explicit time stepping algorithm. The effect of rock supports including rockbolts is also considered, and the tending effects which occurs in relatively thin lining is also considered.

• 지질공학
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• 제19권3호
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• pp.287-294
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• 2009

퇴적암인 셰일이나 이암이 광역변성작용을 받아 형성된 운모편암들이 분포하는 지역에서 도로나 철도 등의 건설 시 발생하는 사면은 이들 암석들이 가지는 층리나 엽리 혹은 절리와 같은 불연속면들의 발달 방향과 도로나 철로의 진행 방향의 조건에 따라 자주 사면의 붕괴 등에 의한 시공 상 어려움이 발생하고 있다. 운모편암은 변성작용 과정에서나 변형작용 과정을 거치면서 형성된 엽리 및 벽계면들이 사면에 영향을 미친다. 일반적으로 운모편암 중에는 팽창성광물인 스멕타이트. 버미쿨라이트, 몬모리오나이트 등이 함유 되어 사면이 형성된 후 지표에 노출되면서 공기 중의 수분과 반응하여 사면의 안정성에 불리하게 작용한다. 경부 고속철도 건설 시 수원부근의 운모 편암 지대에서 터널 시공 중 터널의 종점부 사면에서 붕괴가 일어난 곳의 지반 조건 및 붕괴 원인을 분석하였다. 이곳은 1-5cm의 절리 간격을 가지며 역단층과 주향이동단층 들이 발당한다. 이로 인해 사면이 심히 파쇄 되어 있으며 시추 코어에서도 전 구간의 RQD가 0-20%값을 가진다.

• 소성∙가공
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• 제9권2호
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• pp.193-202
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• 2000

The influence of rolling draughts on the formation of through-thickness textures in aluminum 5000X sheet was investigated by X-ray texture measurements and microstructure observations. In order to intensify the deformation inhomogeneities, cold rolling was performed without lubrication. Applying a large draught gave rise to the formation of the shear texture at the surface, whereas a normal plane strain testure formed at the surface after deformation with a small draught. The orientation density along the $\beta$-fiber orientations which developed in the center layer of the rolled specimen was also dependent on the strain gradients in a roll gap. Upon annealing, the deformed substructure of sample surfaces was transformed into a fine grained recrystallized microsturcture through extended recovery reaction. However, coarse grains developed after the discontinuous recrystallization which gave rise to the development of the Cube-texture.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 추계학술대회
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• pp.202-207
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• 2004

An elastic-plastic finite element analysis of fatigue crack closure is performed for plane strain conditions. The stabilization behavior of crack opening level and the effect of mesh size on the crack opening stress are investigated. In order to obtain a stabilized crack opening level for plane strain conditions, the crack must be advanced through approximately four times the initial monotonic plastic zone. The crack opening load tends to increase with the decrease of mesh size. The mesh size nearly equal to the theoretical plane strain cyclic plastic zone size may provide reasonable numerical results comparable with experimental crack opening data. The crack opening behavior is influenced by the crack growth increment and discontinuous opening behavior is observed. A procedure to predict the most appropriate mesh size for different stress ratio is suggested. Crack opening loads predicted by the FE analysis based on the procedure suggested resulted in good agreement with experimental ones within the error of 5 %. Effect of the distance behind the crack tip on the crack opening load determined by the ASTM compliance offset method based on the load-displacement relation and by the rotational offset method based on the load-differential displacement relation is investigated. Optimal gage location and method to determine the crack opening load is suggested.

• 한국지반공학회논문집
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• 제25권5호
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• pp.65-73
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• 2009

불연속성 암반에 건설된 2-아치 터널 지표면에 외력이 작용할 경우 지중응력의 분포 특성을 파악하기 위하여 대형 모형실험과 수치해석을 수행하였다 분석결과, 불연속면이 존재하는 경우에는 선형 탄성론에 근거한 응력보다 큰 지중응력이 분포하며, 불연속면의 경사도에 따라 압력구의 형상이 달라지는 것을 확인하였다. 불연속면이 수평이거나 연직인 경우에는 지중응력의 분포가 대칭적 이지만, 경사져 있으면 경사에 대해 수직과 평행한 양방향으로 나뉘어 분포되었다. 또한 불연속면의 경사가 고각일수록 불연속면에 평행인 방향의 지중응력이 더 크게 증가하였다. 연구결과, 불연속성 암반에서는 불연속면의 경사가 음력분포에 지대한 영향을 미치며, 필러에 전달되는 응력을 추정할 경우에는 재하위치와 불연속면의 경사 및 터널 구조물간 상호위치를 고려하는 것이 중요함을 확인하였다.

• 한국방송∙미디어공학회:학술대회논문집
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• 한국방송∙미디어공학회 2018년도 하계학술대회
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• pp.200-201
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• 2018

In the workflow of 360 video coding of JVET (Joint Video Experts Team), firstly the 360 videos are projected onto the 2D plane with diverse projection formats, such as Equi-Rectangular Projection (ERP), Cubemap Projection (CMP), Rotated Sphere Projection (RSP), etc. The projection format of RSP has inactive regions in the converted 2D plane. The inactive regions may cause visual artifact as well as the reduction of the coding efficiency due to discontinuity at boundaries between active and inactive regions. In this paper, to overcome these problems, the inactive regions are padded by using two types of adjacent pixels. Then padded regions of RSP are blended with inactive regions padded by proposed method. The experimental results demonstrate that, in terms of end-to-end WS-PSNR-NN, the proposed method achieves 0.1% BD-rate reduction. In addition, the visual artifacts along the borders between discontinuous faces are noticeably reduced.

• 지질공학
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• 제17권4호
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• pp.577-587
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• 2007

본 연구지역은 절취사면 연장이 약 450m에 달하며 사면 절취결과 암질의 측방변화가 현저한 지반조건을 나타냈다. 사면 안정대책의 수립을 위해 절취사면에서 구성암석, 지질구조, 불연속면의 방향성 등 지질공학적인 조사를 수행하였다. 절취사면의 방향성, 사면높이, 지반조건 등을 고려하여 6개의 Zone으로 구분하고, 안정성 분석은 불연속면의 방향성과 사면의 절취방향간의 기하학적 상관관계에 의한 안정성 분석이 가능한 DIPS 프로그램을 이용한 평사투영법으로 실시하였다. 사면안정성 분석결과를 바탕으로 시공성, 안정성, 경제성을 고려하여 비교적 큰 암괴의 이완시 도로 하단부에 미치는 영향을 최소화 할 수 있는 고강도 낙석 방지망(higth tensile steel wire net) 설치, 사면 보호공, 옹벽의 증고 등 다양한 공법으로 사면안정 대책을 수립, 시행하였다.