• 한국진공학회:학술대회논문집
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• 한국진공학회 2012년도 제42회 동계 정기 학술대회 초록집
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• pp.344-345
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• 2012

The Gate-Induced-Drain-Leakage (GIDL) current with channel doping and width dependence are characterized. The GIDL currents are found to increase in MOSFETs with higher channel doping levels and the observed GIDL current is generated by the band-to-band-tunneling (BTBT) of electron through the reverse-biased channel-to-drain p-n junction. A BTBT model is used to fit the measured GIDL currents under different channel-doping levels. Good agreement is obtained between the modeled results and experimental data. The increase of the GIDL current at narrower widths in mainly caused by the stronger gate field at the edge of the shallow trench isolation (STI). As channel width decreases, a larger portion of the GIDL current is generated at the channel-isolation edge. Therefore, the stronger gate field at the channel-isolation edge causes the total unit-width GIDL current to increases for narrow-width devices.

• 한국도로학회논문집
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• 제18권2호
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• pp.43-49
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• 2016

PURPOSES : The field application and performance of continuously reinforced concrete pavement (CRCP), constructed by using the mechanical tube-feeding method, are evaluated in this study. METHODS: The location of the rebar was evaluated by using the MIRA system. The early-age CRCP performance was evaluated via visual survey, in which the crack spacing and crack width were examined. RESULTS: The location of longitudinal reinforcing bars was evaluated via MIRA testing and the results showed that the longitudinal rebars all lie within a given tolerance limit (${\pm}2.5cm$) of the target elevation. In addition, owing to the low temperature when the concrete was pured, the crack spacing in the Dae-Gu direction is slightly wider than that of the Gwang-Ju direction. Almost all of the crack spacings lay within the range of 1.0 m~3.0 m. A crack width of <0.3 mm was measured at the pavement surface. However, as revealed by the field survey, the crack spacing was not correlated with the crack width. CONCLUSIONS : In CRCP constructed by using the mechanical tube-feeding method, almost all of the longitudinal reinforcing bars lay within the tolerance limit (2.5 cm) of the target elevation. The concrete-placing temperature affects the crack spacing, owing to variations in the zero-stress temperature. Crack survey results show that there is no correlation between the crack spacing and crack width in CRCP.

• Current Optics and Photonics
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• 제5권1호
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• pp.66-71
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• 2021

The resonance characteristics of H-shaped metamaterials, whose widths were varied while keeping the height constant, were investigated in the terahertz (THz) frequency range. The H-shaped metamaterials were numerically analyzed in two modes in which the polarization of the incident THz electric field was either parallel or perpendicular to the width of the H-shaped structure. The resonant frequency of the metamaterial changed stably in each mode, even if only the width of the H shape was changed. The resonant frequency of the metamaterial operating in the two modes increases without significant difference regardless of the polarization of the incident electromagnetic wave as the width of the H-shaped metamaterial increases. The electric field distribution and the surface current density induced in the metamaterial in the two modes were numerically analyzed by varying the structure ratio of the metamaterial. The numerical analysis clearly revealed the cause of the change in the resonance characteristics as the width of the H-shaped metamaterial changed. The efficacy of the numerical analysis was verified experimentally using the THz-TDS (time-domain spectroscopy) system. The experimental results are consistent with the simulations, clearly demonstrating the meaningfulness of the numerical analysis of the metamaterial. The analyzed resonance properties of the H-shaped metamaterial in the THz frequency range can be applied for designing THz-tunable metamaterials and improving the sensitivity of THz sensors.

• 한국도로학회논문집
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• 제18권3호
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• pp.75-86
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• 2016

PURPOSES : The purpose of this study is to investigate characteristics of crack spacing and crack width and their relationship in continuously reinforced concrete pavement (CRCP) based on the data obtained from long-term field observations. METHODS : The crack spacings and crack widths are measured periodically over 10 years at two different CRCP sections: one with asphalt bond breaker beneath concrete slab, and the other with bonded lean concrete base beneath concrete slab. The effects of steel ratio, type of underlying layer, terminal treatment method, and seasonal temperature change on the crack characteristics are evaluated by analyzing the measured data. RESULTS : The CRCP with lean concrete base shows smaller crack spacings than those of the CRCP with asphalt bond breaker. As the steel ratio increases, both the crack spacing and crack width tend to decrease. The crack width becomes larger as the crack age increases, but once the crack age is over a certain value the crack width tends to converge. When the terminal anchor lug system is not used and the expansion joints are employed at the terminals, the crack spacings and crack widths increase near the terminal sections. The crack spacing and crack width seem to be proportional each other, but not necessarily linearly, and their relationship is more distinguished in the summer when the crack widths become smaller. CONCLUSIONS : The steel ratio, underlying layer type, terminal treatment method, and seasonal temperature change affect the characteristics of cracks and the crack spacing and crack width are related to each other.

• 대한기계학회논문집
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• 제13권5호
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• pp.831-836
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• 1989

본 연구에서는 이에 대한 검토를 하기 위하여, Kato의 속도장을 수정하여 수치게산한 폭 증가율과 알루미늄을 재료로 실험한 결과를 비교하고, 마찰비와 판폭비 및 압하율의 변화에 따른 폭 증가율의 영향에 대하여 고찰하였다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2009년도 춘계학술대회 논문집
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• pp.7-8
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• 2009

Non-contact critical current measurement apparatus was developed using hall probe which measures the magnetic field distribution across the width of superconducting tape. The hall probe consists of 7 independent hall sensors which lie in a line 600 ${\mu}m$. The difference between maximum and minimum magnetic field in the magnetic filed distribution is a main parameter to determine the critical current. As preliminary research, we calculated the magnetic field intensity at the middle sensor, which is a minimum magnetic field and generated by the circular shielding current modeled by Bean model. We confirmed that there are some parameters that affect on the minimum magnetic field; the distance between superconducting layer and hall sensor, the width of superconducting tape, and the critical current distribution across the width of superconducting tape. Among these parameters, the distance between superconducting layer and hall sensor highly influences on the minimum magnetic field.

• 한국도로학회논문집
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• 제17권1호
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• pp.83-90
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• 2015

PURPOSES : The purpose of this study is to investigate the relationship between the crack propagation depth through a slab and crack width movement in continuously reinforced concrete slab systems (CRCSs). METHODS : The crack width movements in continuously reinforced concrete pavement (CRCP) and continuously reinforced concrete railway track (CRCT) were measured in the field for different crack spacings. In addition, the crack width movements in both CRCP and CRCT were simulated using finite element models of CRCP and CRCT. The crack width movements, depending on the unit temperature change, were obtained from both the field tests and numerical analysis models. RESULTS : The experimental analysis results show that the magnitudes of the crack width movements in CRCSs were related to not only the crack spacing, but also the crack propagation depth. In CRCP, the magnitudes of the crack width movements were more closely related to the crack propagation depths. In CRCT, the crack width movements were similar for different cracks since most were through cracks. If the numerical analysis was performed to predict the crack width movements by assuming that the crack propagates completely through the slab depth, the predicted crack width movements were similar to the actual ones in CRCT, but those may be overestimated in CRCP. CONCLUSIONS : The magnitudes of the crack width movements in CRCSs were mainly affected by the crack propagation depths through the slabs.

• 한국의학물리학회지:의학물리
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• 제21권4호
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• pp.323-331
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• 2010

본 연구에서는 토모테라피 Hi-Art 시스템이 제공하는 3가지(1.0 cm, 2.5 cm, 5.0 cm) 필드 폭 변화에 따른 치료부위 경계면에서의 선량 변화를 조사하여, 필드 폭 크기에 따라 PTV 설정 시 고려되어야 할 사항들을 분석하고자 하였다. 토모테라피 필드 폭 크기에 의한 PTV 양 끝단부 부위의 선량분포 변화를 알아보기 위해 토모테라피 DQA (delivery quality assurance)용 cheesecake 팬텀을 대상으로 각 필드 폭 크기별 토모 치료계획을 수립하여 선량계산 결과와 실제 필름에서의 선량분포를 비교, 분석하였고, 실제 환자를 대상으로 한 치료계획에서도 필드 폭 크기의 영향을 살펴보고자, 복부부위를 치료했던 환자 4명을 대상으로 각 필드 별 치료계획을 세우고, 선량분포를 분석하였다. DQA 팬텀을 대상으로 분석한 결과, 선량계산 값과 조사된 필름분석 결과 모두에서 필드 폭 크기가 커질수록 PTV 양끝단 부위의 선량분포가 더 넓게 분포함을 확인할 수 있었다. Jaw의 폭 변화 방향인 세로(y)방향의 선량분포에서 1.0 cm 필드 크기와 비교하여 최대 선량값 50% 기준으로 2.5 cm 필드는 1.6 cm 더 넓은 선량분포를, 5.0 cm 필드는 4.2 cm 더 넓은 선량분포를 보였다. 실제 환자 데이터를 대상으로 분석한 결과, 4명 모두 필드 폭 크기가 증가함에 따라 PTV y축 양끝 경계면에서 더 많은 선량이 더 넓게 분포함을 알 수 있었다. 특히, 5.0 cm 필드 폭을 사용하였을 경우에는 처방선량에 가까운 높은 선량이 PTV 양끝 상당히 넓은 영역에 걸쳐 조사됨을 알 수 있었으며, 이를 통해 큰 필드 폭을 기준으로 토모테라피 치료계획을 수립할 경우에는 치료기 테이블 진행방향으로 PTV 양끝 경계면에서 기존보다 여유도(margin)를 축소하여 PTV 설정을 하는 것이 타당함을 확인할 수 있었다.

• 한국의학물리학회지:의학물리
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• 제5권2호
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• pp.49-55
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• 1994

Conformal therapy를 위해 필수적이라 할 수 있는 Multileaf collimator(MLC)는 기존의 cerrobend에 의해 형성되는 선량 분포에 비해 leaf 폭의 제한 때문에 조사면의 경계 부분의 반그림자를 증가시키는 결과를 초래한다. 이러한 scallop penumbra의 변화를 알아보기 위해 본 연구에서는 MLC에 의해 형성되는 모양의 field를 cerrobend 블럭을 이용하여 제작, 다양한 형태의 field 모양에 따른 기존의 블럭과 MLC블럭에 의한 penumbra의 차이를 비교해 보고 이를 통해 임상적으로 사용 가능한 최적의 leaf 폭을 찾아내었다. MLC 제작시의 비용을 고려할 때 leaf 폭이 8 mm가 적당함을 알 수 있었다.

• Journal of Electrochemical Science and Technology
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• 제14권1호
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• pp.38-50
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• 2023

Proton exchange membrane fuel cell (PEMFC) is a portable and clean power generation device. The structural arrangement of the flow field has a significant influence on the delivery efficiency of PEMFC. In this article, a new bionic flow channel is designed based on the inspiration of a spider shape. The branch channel width and branch corner are studied as the focus, and its simulation is carried out by the method of computational fluid dynamics (CFD). The results show that when channel width/rib width and corner of the branch are 1.5 and 130° , respectively, it is the best numerical combination and the cell comprehensive performance is excellent. The final model using this numerical combination is compared with the traditional flow channel model to verify the advancement of this scheme.