• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2003년도 제20회 춘계학술대회 논문집
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• pp.183-188
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• 2003

본 연구에서는 분리 축 방식의 가스터빈엔진을 축소형 무인 비행선의 발전용 추진시스템으로 활용하기 위해서 분리 축 가스터빈엔진을 발전용으로 개조하였다. 엔진시험을 통해 출력축으로부터 부하를 전달할 때, 요구되는 구동로터의 조건을 분석하였다. 분석한 결과 적절한 댐핑(damping)역할을 하는 장치가 필요함을 알 수 있다. 따라서 댐퍼 역할을 하는 flywheel의 관성모멘트의 변화를 고려하여 정량화하는 방법을 선택하였다. 적합한 flywheel의 관성모멘트를 장착 할 수 없는 경우에는 엔진으로부터 요구되는 출력을 얻을 수 없으며, 또한 엔진 시험중 불안정성이 초래함을 확인할 수 있었다. 엔진시험에 의한 데이터 분석으로부터 동역학적인 천이효과에 의한 성능을 통해 관성모멘트의 요구범위를 확인 할 수 있었다. 재설계한 Flywheel을 장착하여 시험한 결과 정상적인 엔진작동으로부터 추진 시스템에 요구되는 출력을 얻을 수 있었다. 엔진 시스템의 천이작동모드에서는 Fuel flow schedule 대한 엔진 응답이 제어 시스템에 제공되기 때문에, 제어시스템 설계와 천이작동모드는 충분히 고려해야 할 것이다.

• Steel and Composite Structures
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• 제33권6호
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• pp.849-864
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• 2019

One way to achieve sustainable construction is to reduce concrete consumption by use of more sustainable and higher strength concrete. Modern building codes do not cover the use of ultra-high strength concrete (UHSC) in the design of composite structures. Against such background, this paper investigates experimentally the mechanical properties of steel fibre-reinforced UHSC and then the structural behaviors of UHSC encased steel (CES) members under both concentric and eccentric compressions as well as pure bending. The effects of steel-fibre dosage and spacing of stirrups were studied, and the applicability of Eurocode 4 design approach was checked. The test results revealed that the strength of steel stirrups could not be fully utilized to provide confinement to the UHSC. The bond strength between UHSC and steel section was improved by adding the steel fibres into the UHSC. Reducing the spacing of stirrups or increasing the dosage of steel fibres was beneficial to prevent premature spalling of the concrete cover thus mobilize the steel section strength to achieve higher compressive capacity. Closer spacing of stirrups and adding 0.5% steel fibres in UHSC enhanced the post-peak ductility of CES columns. It is concluded that the code-specified reduction factors applied to the concrete strength and moment resistance can account for the loss of load capacity due to the premature spalling of concrete cover and partial yielding of the encased steel section.

• The Journal of Korean Physical Therapy
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• 제21권3호
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• pp.61-68
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• 2009

Purpose: The purpose of this study was to analyze the changes of the relative impulse of the foot when carrying 5 types of schoolbag during level walking. Methods: Forty-four normal subjects were divided into 5 groups according to the method of carrying a bag: carrying no bag (condition 1), a backpack (condition 2), a shoulder bag (condition 3), a cross bag (condition 4) and a one-hand bag (condition 5). To evaluate the partial relative impulse, 7 areas were measured on the sole of a foot: the hallux, toe, 1st metatarsal head (Met1) and the 2nd & 3rd metatarsal heads (Met2/3), the 4th & 5th metatarsal heads (Met4/5), mid foot and heel. Repeated one-way analysis of variance (ANOVA) and independent t-tests were used to analyze the statistical data. Results: In the right foot, the relative impulses in every areas revealed no significant difference (p>0.05), however, the relative impulses at Met1, Met2/3, Met4/5 and heel were significantly different between the different conditions (p<0.05). There were significant differences on comparing the relative impulse between left and right foot within one condition, the mid foot in condition 2, as well as the hallux and Met1 in condition 3 (p<0.05). In condition 4, the toe, Met1, Met4/5 and mid foot were significantly different (p<0.05). The values at the hallux, toe and Met1 in condition 5 also were significantly different (p<0.05). Conclusion: These findings showed that the symmetrical relative impulse of the foot was present in the case of carrying a backpack, but there was an extra load on specific regions and asymmetrical relative impulses in the case of carrying a shoulder bag, a across bag and a one-hand bag. (ED note: this abstract is not clear. You need to work on it.)

• 전력전자학회논문지
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• 제6권2호
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• pp.115-124
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• 2001

본 논문에서는 유도전동기 회전자 자속 기준제어를 위하여 비선형 관측기인 확장된 루엔버거 관측기 원리를 적용한 새로운 회전자 자속관측기를 제안하였다. 확장된 루엔버거 관측기는 확장된 칼만 필터와 유사하게 동특성 오차의 선형화 기법을 따트고 있으나 통계학적 속성의 노이즈 공분산을 고려하지 않는 결정론적 관측기로서 비선형 상태관측기 설계시 요구되는 좌표변환 및 선형화 파정에서 비선형 편미분 방정식의 직접적인 해를 펼요로 하지 않아 구현이 비교적 용이하다. 제안된 회전자 자속관측기는 직교좌표의 고정자 전류, 회전자 자속, 속도 및 부하 토크로 구성된 6차 미분방정식으로부터 유도되었으며 축약된 형태의 이득행렬을 갖는다. 시뮬레이션 및 실험은 파라 미터중 회전자 저항 값이 변동된 상황을 가정하여 수행하였으며, 시뮬레이션 결과 제안된 관측기를 이용한 자속 추정시 극점 재배치를 통하여 동특성 오차의 수렴성을 제어할 수 있으며, 부하 설험결과 제안된 관측기를 적용하는 경우에는 슬립적분형 간접벡터제어에 비해 보다 정확한 벡터제어가 가능함이 확인되었다.

• Tribology and Lubricants
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• 제32권4호
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• pp.119-124
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• 2016

In the sapphire wafering process, lapping is a crucial operation in order to reduce the damaged layer and achieve the target thickness. Many parameters, such as pressure, velocity, abrasive, slurry and plate, affect lapping characteristics. This paper presents an experimental investigation on the effect of the plate groove on the material removal rate and roughness of the wafer. We select the spiral pattern and rectangular type as the groove shapes. We vary the groove density by controlling the groove shape dimension, i.e., the groove width and pitch. As the groove density increases to 0.4, the material removal rate increases and gradually reaches a saturation point. When the groove density is low, the pressing load is mostly supported by the thick film, and only a small amount acts on the abrasives resulting to a low material removal rate. The roughness decreases on increasing the groove density up to 0.3 because thick film makes partial participations of large abrasives which make deep scratches. From these results, we could conclude that the groove affects the contact condition between the wafer and plate. At the same groove density, the pitch has more influence on reducing the film thickness than the groove width. By decreasing the groove density with a smaller pitch and larger groove width, we could achieve a high material removal rate and low roughness. These results would be helpful in understanding the groove effects and determining the appropriate groove design.

• 한국구조물진단유지관리공학회 논문집
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• 제12권3호
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• pp.175-182
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• 2008

본 논문에서는 최근 유지관리분야에서 중요한 분야로 대두되고 있는 대형구조물의 모니터링에 대한 연구 및 고찰을 바탕으로 대형 구조물의 계측데이터를 이용한 확률적 안전도분석에 대한 평가 모형을 제안하였다. 사장교의 계측 데이터를 이용하여 활하중에 대한 모델을 산정하고, 요소신뢰성 및 체계신뢰성 기법을 통하여 사장교의 실질적인 확률적 안전도를 평가하였다. 사장교의 체계신뢰성은 케이블, 보강형, 주탑의 조합파괴를 포함하는 주파괴경로를 찾아낼 수 있는 부분 ETA(Event Tree Analysis) 모델을 이용하여 산정하였으며 이는 기존 안전도 분석방법과 비교하였을 때 구조물의 여용성을 충분히 반영하는 데 상당히 합리적이며 실제적인 결과를 보여주는 실용적인 방법으로 판단된다.

• 대한치과보철학회지
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• 제55권1호
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• pp.46-52
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• 2017

임시보철물은 고정성 보철물로의 수복 과정에서 지대치 보호 및 기능과 심미성 회복의 측면에서 중요한 역할을 수행한다. 특히 이를 장착한 상태로 최종 수복 전에 장기간의 관찰이 필요한 환자에서 그 중요성이 더욱 강조되나, 상대적으로 낮은 강도로 인하여 잦은 파절이 발생할 수 있으며 이를 방지하기 위해 강화된 임시보철물의 제작을 고려할 수 있다. 이 문헌에서는 교합 수직 고경의 증가를 필요로 하는 환자의 증례를 소개하고자 하였으며, 수직 고경 증가의 영향으로 임시보철물 사용 시 더 큰 부하의 작용 및 장기간의 사용이 예상되었다. 이에 주조 금속 하부구조물을 첨가하여 bis-acryl 레진으로 강화된 임시보철물을 제작하였으며, 약 4개월의 관찰 기간 동안 만족스러운 결과를 보였다.

• 한국유체기계학회 논문집
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• 제18권3호
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• pp.46-52
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• 2015

Pump-turbine system is widely used by the hydropower industry for stabilizing the electrical grid in the vast growing economy of most developed countries. This study only investigates the Fluid-structure Interaction (FSI) analysis of the pump-turbine system at various operating conditions. The FSI analysis can show how reliable each component of the system is by providing the engineer with a better understanding of high stress and deformation points, which could reduce the lifespan of the pump-turbine. Pump-turbine components are categorized in two parts, pressurized static parts and movable stressed parts. The fixed parts include the spiral casing, top and bottom cover, stay vane and draft tube. The movable parts include guide vanes and impeller blades. Fine hexahedral numerical grids were used for CFD calculation and fine tetrahedral grids were used for structural analysis with imported load solution mapping greater than 90 %. The maximum equivalent stress are much smaller than the material yield stress, and the maximum equivalent stress showed an increasing tendency with the varying of operating conditions from partial to excessive at both modes. In addition, the total deformation of all the operating conditions showed a small magnitude, which have quite small influence on the structural stability. It can be conjectured that this system can be safely implemented.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2008년도 하계학술발표대회 논문집
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• pp.1341-1346
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• 2008

This paper presents the heating performance of a water-to-refrigerant type ground source heat pump system (GSHP) installed in a school building. The evaluation of the heating performance has been conducted under the actual operating conditions of GSHP system in the winter. Ten units with the capacity of 10 HP each were installed in the building. Also, a closed vertical typed-ground heat exchanger with 24 boreholes of 175 m in depth was constructed for the GSHP system. For analyzing the heating performance of the GSHP system, we monitored various operating conditions, including the outdoor temperature, the ground temperature, and the water temperature of inlet and outlet of the ground heat exchanger. Simultaneously, the heating capacity and the input power were evaluated for determining the heating performance of the GSHP system. The average heating coefficient of performance (COP) of the heat pump was found to be 5.1 at partial load of 46.9%, while the overall system COP was found to be 4.2.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2008년도 하계학술발표대회 논문집
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• pp.788-793
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• 2008

This paper presents the heating performance of a water-to-refrigerant type ground source heat pump system (GSHP) installed in a school building. The evaluation of the heating performance has been conducted under the actual operating conditions of GSHP system in the winter. Ten units with the capacity of 10 HP each were installed in the building. Also, a closed vertical typed-ground heat exchanger with 24 boreholes of 175 m in depth was constructed for the GSHP system. For analyzing the heating performance of the GSHP system, we monitored various operating conditions, including the outdoor temperature, the ground temperature, and the water temperature of inlet and outlet of the ground heat exchanger. Simultaneously, the heating capacity and the input power were evaluated for determining the heating performance of the GSHP system. The average heating coefficient of performance (COP) of the heat pump was found to be 5.1 at partial load of 46.9%, while the overall system COP was found to be 4.2.