• 전자공학회논문지
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• 제52권3호
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• pp.82-88
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• 2015

본 논문에서는 자동차 스마트 정션 박스(Smart Junction Box: SJB)의 소형화를 위하여 기존에 단위소자로 구성되어 있던 Enable 스위치 회로의 ASIC화를 위한 연구를 수행하였다. Enable 스위치 회로는 점화신호(Ignition: IG)를 입력으로 받아 SJB를 구성하는 Linear Regulator 및 다른 구성요소의 구동을 위한 Enable 신호 전달 역할을 한다. $0.18{\mu}m$ BCDMOS 공정을 사용하여 회로를 설계하였으며, 설계된 회로는 시뮬레이션을 통해 AEC-Q100과 ISO 7637-2에 기술된 조건을 만족함을 검증하였다. 설계된 Enable 스위치 회로의 레이아웃 크기는 $1.67mm{\times}0.54mm$이며, $3mm{\times}3mm$ 크기의 HVSON8로 패키징 할 수 있다. ASIC화된 Enable 스위치 회로는 단위소자를 사용하여 Enable 스위치 회로를 구성하였을 때 보다 소요면적을 1/30 이상 축소할 수 있는 것으로 확인하였으며, 이를 통해 SJB 보드의 소형화에 기여할 것으로 기대할 수 있다.

• 한국태양에너지학회 논문집
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• 제36권4호
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• pp.41-47
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• 2016

A bypass diode is connected in parallel to solar cells with opposite polarity. The advantage of using the bypass diode is circumvented a destructive efforts of hot-spot heating in the photovoltaic(PV) module. In addition, it is possible to reduce a energy loss under the partial shading on the PV module. This paper presents a characteristic of photovoltaic module under partial shading condition and with defective bypass diode by using the experimental data. The results of field testing for each photovoltaic modules, when photovoltaic system which is connected power grid is operating, the inner junction-box temperature of shading photovoltaic module is high $5^{\circ}C$ because of difference of flowing current through into bypass diode. And incase of not operating photovoltaic system, the inner junction-box temperature of module with defective bypass diode is greatly higher than partial shading PV module.

• 한국지능시스템학회논문지
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• 제11권9호
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• pp.807-810
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• 2001

본 논문은 전자 저울 시스템의 고장으로 인한 손실을 지능형 알고리즘에 의해 사전에 진단하고 예방하는 시스템을 구현하는 것을 목적으로 한다. 전자 저울에 일반적으로 사용되는 로드셀의 구성회로에 저항을 하나 삽입함으로써 필요한 정보를 획득하고 이를 분석, 추론하는 알고리즘을 구성하여 그 효용성을 밝힌다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2010년도 추계학술대회 논문집
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• pp.376-377
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• 2010

• 에너지공학
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• 제27권3호
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• pp.1-9
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• 2018

본 연구에서는 양면수광형 태양광 발전시스템의 바닥면 적용을 목적으로 개발된 고반사율 인조잔디를 적용하여 태양광 모듈의 발전성능 옥외실증평가를 실시하였다. 사용된 모듈은 60셀 규격의 단면수광형 모듈과 2종의 양면수광형 모듈이며, 양면수광형 모듈들은 각각 split-type과 일반 box-type의 정션박스가 부착된 모델이다. 평가결과 양면모듈의 split-type 정션박스가 일반 box-type 정션박스 대비 후면출력개선에 크게 도움이 되었고, 이는 energy yield 향상으로 이어졌다. 양면수광형 모듈은 단면모듈 대비 일반 시멘트 바닥면에서는 평균적으로 28-29%, 인조잔디 바닥면에서는 29-33% 정도의 발전량 향상 (bifacial gain)을 보였다. 인조잔디의 경우 반사율을 높힌 시편의 경우 반사율(Albedo)이 0.18로 기존의 단모 및 장모의 반사율 0.14-0.15 보다 우수한 것으로 평가되었고, 이는 bifacial gain의 기존 29-30% 수준에서 33%로의 개선을 달성하였다.

• 한국강구조학회 논문집
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• 제9권1호통권30호
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• pp.51-63
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• 1997

Highly curved steel-box bridges are usually constructed as ramp structures for the highway interchange and metropolitan elevated highway junction, but a number of these bridges are deteriorated and damaged to a significant degree due to heavy traffic. The main objective of the study is to develop a practical reliability-based assessment of safety and residual load carrying-capacity of existing curved steel-box ramp bridges. In the paper, for the realistic assessment of safety and residual load carrying-capacity of deteriorated and/or damaged curved steel-box bridges, an interactive non-linear limit state model is formulated based on the von Mises's combined stress yield criterion. It is demonstrated that the proposed model is effective for the assessment of reliability-based safety and the evaluation of residual load carrying-capacity of curved steel-box bridges. In addition, this study comparatively shows the applicability of various reliability analysis methods, and suggests a practical and effective one to be used in practice.

• Advances in Computational Design
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• 제6권1호
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• pp.55-75
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• 2021

The lightweight superstructure is beneficial for bridges in remote areas and emergency erection. In such weight-sensitive applications, the combination of fiber-reinforced polymer (FRP) as a material and box-beams as a structural system have enormous scope. This combination offers various advantages, but as a thin-walled structure, their designs are often governed by buckling criteria. FRP box-beams lose their stability either by flange or web buckling mode. In this paper, the web buckling behavior of simply supported FRP box-beam subjected to transverse load has been studied by modeling full box-beam to consider the effect of real state of stress (stress variation in length direction) and boundary conditions (rotational restraint at web-flange junction). A parametric study by varying the sectional geometry and fiber orientation is carried out by using ANSYS software. The accuracy of the FE models was ensured by verifying them against the available results provided in the literature. With the help of developed database the influential parameters (i.e., αs, βw, δw and γ) affecting the web bucklings are identified. Design trends have been developed which will be helpful to the designers in the preliminary stage. Finally, the importance of governing parameters and design trends are demonstrated through pedestrian bridge design.

• Structural Engineering and Mechanics
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• 제90권2호
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• pp.127-142
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• 2024

In recent decades, pultruded glass fiber-reinforced polymer (GFRP) members including those of box sections have attracted the attention of researchers. Nevertheless, the lack of uniform and consistent material properties, simplified design methods, and practical design codes have so far been the main barrier for field applications. Consequently, this paper highlights the existing knowledge concerning the flexural behavior of pultruded GFRP profiles and their failure modes. In particulate, it reviews the most commonly accepted design expressions and code provisions addressing the flange local buckling of pultruded GFRP box beams as the most likely failure mode. In addition, the material characterization of GFRP sections is described in detail along with the standard test methods to quantify the material characterization of GFRP laminates. It is shown that the critical flange local buckling stresses of pultruded GFRP box beams can be predicted with reliable accuracy using the expressions promulgated by ASCE (1984) (in which the flange plates are considered simply-supported at web-flange junction) and EUR 27666. The expressions stipulated in ASCE (2010) highly overestimates the critical flange local buckling stresses of GFRP box beams resulting in unconservative predictions.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2012년도 제43회 하계 정기 학술대회 초록집
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• pp.429-429
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• 2012

To investigate the gettering effect of B-doped n-type monocrystalline silicon wafer, we made the p-n junction by diffusing boron into n-type monocrystalline Si substrate and then oxidized the boron doped n-type monocrystalline silicon wafer by in-situ wet and dry oxidation. After oxidation, the minority carrier lifetime was measured by using microwave photoconductance and the sheet resistance by 4-point probe, respectively. The junction depth was analyzed by Secondary Ion Mass Spectrometry (SIMS). Boron diffusion reduced the metal impurities in the bulk of silicon wafer and increased the minority carrier lifetime. In the case of wet oxidation, the sheet resistance value of ${\sim}46{\Omega}/{\Box}$ was obtained at $900^{\circ}C$, depostion time 50 min, and drive-in time 10 min. Uniformity was ~7% at $925^{\circ}C$, deposition time 30 min, and drive-in time 10 min. Finally, the minority carrier lifetime was shown to be increased from $3.3{\mu}s$ for bare wafer to $21.6{\mu}s$ for $900^{\circ}C$, deposition 40 min, and drive-in 10 min condition. In the case of dry oxidation, for the condition of 50 min deposition, 10 min drive-in, and O2 flow of 2000 SCCM, the minority carrier lifetime of 16.3us, the sheet resistance of ${\sim}48{\Omega}/{\Box}$, and uniformity of 2% were measured.

• 한국태양에너지학회 논문집
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• 제36권5호
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• pp.91-100
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• 2016

This paper proposes the PV module fault diagnosis sensor which is applied to Zigbee wireless network, and monitoring system using the developed sensor. It is designed with embedded sensor in junction box. The diagnosis elements for algorithm were voltage and temperature. For that reason, It is able to reduce the price and separate the fault of bypass diode from shading differently from other monitoring systems. This fault diagnosis algorithm verified through the Field-installed operations of PV module.