• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1989.11a
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• pp.59-68
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• 1989

유압베인 펌프는 소형으로 유량이 많으나, 발생압력 면에서는 피스톤식 펌프에 미치지 못하기 때문에 고압화에 대한 노력이 계속 되어져 왔다. 또한 자원화, 성에너지화의 일환으로 고압, 고효율, 장수명화에 대한 요구가 다른 형의 펌프, 모터와 더불어 더욱더 강력해 지고 있는 실정이다. 이 문제를 해결하기 위하여는 베인펌프의 슬라이딩 부분, 특히 베인 선단부의 윤활 상태를 파악할 필요가 있다. 캠링에 대한 베인의 수직작용력을 파악하기 위하여는 베인 주위의 압력을 여러 위치에서 뿐만아니라 동시에 연속적으로 측정하지 않으면 안된다. 따라서 저자들은 압력평형형의 인트라베인식 유압베인 펌프를 이용하여 베인 주위 4개소의 비정상 압력을 특정하였다. 본 논문에서는 압력측정 결과를 기초로 하여 베인선단 슬라이딩부에 가하여지는 가중을 구하여 압력측정의 조건하에서의 베인과 캠링간의 윤활상태에 대하여 어떠한 윤활 이론을 적용할 것인가를 명확히 하고자함이 이 연구의 목적이다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.10 no.2
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• pp.257-264
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• 1986

무한평판에 묻혀진 크랙에 대한 응력확대계수를 결정하는 전위분포법을 반무한 평판에서의 표면크랙에 확장 적용하였다. 이를 위해 반평면에서의 전위응력의 기본 해가 간단한 복소수 응력함수형태로 얻어졌다. 평형을 이루는 절편적인 분포로부터 응력확대의 계수를 계산하는 새로운 방식을 제안하였으며, 수직표면 크랙과 묻혀진 경사크랙에 대한 기존해와 이 방법의 결과가 상호 비교되었다. 경사진 표면크랙에 대한 계산결과는 유한평판에서의 기존하는 Mapping Collocation 해석과 비교되어 좋은 일치를 보여 주었다. 구부러진 크랙과 대칭으로 가지친 크랙에 대해서는 표면크랙과 묻혀진 크랙사이에 상당한 차이가 있음이 나타났다.

• Proceedings of the Korea Multimedia Society Conference
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• 2004.05a
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• pp.163-166
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• 2004

본 논문은 3차원 형상 인식시스템으로부터 스캔 한 3차일 영상 데이터의 깊이정보에 3차원 에지를 추출하여 워터마크를 삽입하는 알고리즘을 제안한다. 제안한 알고리즘에서는 3차원 수직 평형 형상 인식기로 object scanning을 한 데이터 값들을 추출한다. 이 추출된 값들의 특성은 2차원 영상 즉 x, y축에 각각의 픽셀에 깊이정보를 가지는 3차원영상으로서 기존의 3차원영상과는 다른 차이를 가지며 영상의 품질이 우수하며 많은vertex 정보와 메쉬 정보를 가지고 있다. 따라서 획득된 데이터에서 x좌표와 y좌표는 영상에 있어서 위치를 나타내는 정보이고, T좌표는 3차원영상을 형성하는 깊이 정보들이다. 3차원 형상 인식시스템에서 스캔 한 3차원 얼굴영상으로부터 에지를 검출하여 에지가 존재하는 위치에 워터마크를 삽입하는 알고리즘을 제안하였다. 본 논문에서 제안한 워터마킹 알고리즘의 성능 평가를 위한 모의실험 한 결과 워터마크가 삽입된 모텔의 절단(cropping), 리메쉬(remesh) 및 메쉬간소화(mesh simplification) 공격에 대한 견고성이 우수함을 확인함으로써 3차원형상 인식 시스템에 직접적인 워터마크 삽입이 가능함을 증명하였다.

• Proceedings of the Korea Information Processing Society Conference
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• 2014.04a
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• pp.908-911
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• 2014

본 논문은 진공을 이용한 흡착방식과 바퀴형 이동방식을 이용하고 환경 탐지용 센서를 부착한 벽면 이동형 로봇의 물리적 해석을 통한 이동 성능 개선에 관한 연구로서, 대형 구조물의 안전 검사 및 위험한 시설물의 보수 작업 등을 보조하기 위한 목적이 있다. 로봇의 무게에 따른 중력을 견딜 수 있는 강력한 진공흡착방식과 고성능 모터제어에 의한 바퀴 이동방식을 혼합하고 효율적으로 평형을 유지 또는 제어하기 위하여 로봇에 미치는 다양한 힘과 모멘트를 분석하고 수식화 하였으며 기존의 수직이동 속도를 개선하기 위한 로봇의 물리적 변수를 추출하여 변수와 이동력간의 관계를 고찰하였다.

• Korean Journal of Food Science and Technology
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• v.31 no.1
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• pp.164-170
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• 1999

Cracking of rice caused by moisture migration during storage under different relative humidity conditions was investigated for the establishment of safe storage condition of rice. Rice was cracked when a large difference in equilibrium relative humidity $({\Delta}ERH)$ between the rice and the environment was present. External and internal cracks were generated as the results of moisture desorption and adsorption, respectively. The external cracks by moisture desorption generated in all directions and shaped irregularly, while the internal cracks by moisture adsorption did in radial direction and showed a typical shape. The cracking trend could be analyzed by the Weibull function, and the cracking constant increased with ${\Delta}ERH$. The frequency of cracked rice increased linearly with In $({\Delta}ERH)$. The critical crack-inducing ${\Delta}ERH$ was $11.3{\sim}16.4%$ during desorption and $10.8{\sim}17.1%$ during adsorption. A diagram for the safe storage of rice was developed with respect to the initial moisture content and the water activity of rice.

• Korean Chemical Engineering Research
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• v.51 no.6
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• pp.655-660
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• 2013

In this review, I present the configuration behaviors of various Janus particles at fluid-fluid interfaces. As a model system, Janus spheres, Janus ellipsoids, and Janus dumbbells are selected to investigate the effect of shape, size, and wettability on their configurations. In particular cases, Janus ellipsoids can adopt two distinct configurations (i.e., upright and tilted configurations) due to the presence of two energy minima in the attachment energy profile. On the contrary, a single energy minimum is found in the case of Janus dumbbells such that they adopt either the upright or tilted configuration. Interestingly, the geometric and chemical asymmetry and anisotropy in the characteristic properties of Janus dumbbells lead to an intermediate state in which the particles can rotate freely in a certain range of orientation angles.

• Korean Journal of Air-Conditioning and Refrigeration Engineering
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• v.4 no.4
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• pp.243-252
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• 1992

A mixed convection heat transfer from two vertical parallel plates has been studied numerically by the finite difference method. Effects of the Grashof number, the relative length, $L_2/L_1$. the dimensionless temperature ratio, ${\Phi}_2/{\Phi}_1$ and the dimensionless plate spacing, $b/L_1$ are examined for the heat transfer. Independent of the Grashof numbers and $L_2/L_1$, the dimensionless vertical velocity distributions skewed on the left plate as ${\Phi}_2/{\Phi}_1$ decreased. The dimensionless vertical velocity distribution for $Gr/Re^2=1$ and ${\Phi}_2/{\Phi}_1=1.0$ is skewed to the right plate $L_2/L_1=0.5$, symmetric at $L_2/L_1=1.0$ and skewed to the left plate at $L_2/L_1=1.5$. But for $Gr/Re_2=10.0$ and ${\Phi}_2/{\Phi}_1=1.0$ reversed velocity patterns are obtained. Regardless of the Grashof numbers and $L_2/L_1$, the mean Nusselt nembers on the inside surface of the left plate decreases and those of the right inside surface increases as ${\Phi}_2/{\Phi}_1$ increases. Temperature, velocity and mean Nusselt number distributions are apparently not affected by $L_2/L_1$.

• Journal of the Korean Vacuum Society
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• v.7 no.4
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• pp.355-360
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• 1998

Epitaxial $Ba_{0.5}Sr_{0.5}TiO_3$thin films of two different thickness (~250 $\AA$ and ~1340 $\AA$) on MgO(001) prepared by a pulsed laser deposition method were studied by synchroton x-ray scattering measurements. The film initially grew on MgO(001) with a cube-on-cube relationship, maintaining it during further growth. As the film grew, the surface of the film became rough significantly, but the interface between the film and the substrate seemed to have changed little. In the early stage, the film was highly strained in a tetragonal structure with the longer axis parallel to the surface normal direction. As the growth proceeded further, it was mostly relaxed to a cubic structure with the lattice parameter of the bulk value and the mosaic distribution improved significantly in both in-plane and out-of-plane directions.

• Journal of the Korea Concrete Institute
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• v.13 no.2
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• pp.93-98
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• 2001

CFT column has excellent structural properties due to the composite action between concrete and steel tube. The bond behavior between the constituent elements has to be found for analyzing the behavior of CFT column. A new model is necessary because most of existing models for bond stress-slip relationship of the deformed bar cannot be applied to the CFT column. Therefore, the objective of this research is to develop a new model related to the bond behavior of CFT column considering the relation between bond stress and vertical stress, and the distribution of lateral stress under the confinement created by steel casing. From equilibrium condition, the formula for relationship between bond stress and vertical stress is derived, and the relationship for the lateral stresses of the CFT column section is obtained by an Airy stress function. The experiments are performed for five CFT column specimens axially loading on concrete alone. The relation between bond strength and lateral stress is investigated from the regression analysis using the measured strains. Finally a new bond strength model is proposed, which is able to predict the relationship for the stress of each direction of CFT column loading on concrete.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.3A
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• pp.447-455
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• 2006

A general purpose of 4-node co-rotational resultant shell element is developed for the solution of nonlinear problems of reinforced concrete, steel and fiber-reinforced composite structures. The formulation of the geometrical stiffness presented here is defined on the mid-surface by using the second order kinematic relations and is efficient for analyzing thick plates and shells by incorporating bending moment and transverse shear resultant forces. The present element is free of shear locking behavior by using the ANS (Assumed Natural Strain) method such that the element performs very well as thin shells. Inelastic behaviour of concrete material is based on the plasticity with strain hardening and elasto-plastic fracture model. The plasticity of steel is based on Von-Mises Yield and Ivanov Yield criteria with strain hardening. The transverse shear stiffness of laminate composite is defined by an equilibrium approach instead of using the shear correction factor. The proposed formulation is computationally efficient and versitile for most civil engineering application and the test results showed good agreement.