• 유체기계공업학회:학술대회논문집
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• 유체기계공업학회 2004년도 유체기계 연구개발 발표회 논문집
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• pp.49-53
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• 2004

LabVIEW is mostly preferred to use in experiment, measurement and control as one of the useful thing in America and Europe. So, We tried performance experiment of a single-stage closed-type centrifugal pump by using the LabVIEW. The pump rpm and the shaft torque are measured by rpm sensor and torque sensor The test pump's maximum rpm, head, kW are 1,750, 13m, and 1.5kW, respectively The casing is made up with transparency acrylic for confirmation the flow patterns. We installed experimental equipment for air water two phase flow. This paper tries to analyze the single-phase flow characteristics through this air water two phase flow experimental apparatus. The performance results of a single-stage closed-type centrifugal pump satisfied reappearance and coincide well with head and coefficients according to the change of rpm.

• 한국세라믹학회지
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• 제21권3호
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• pp.271-277
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• 1984

To study interface between crystals grown and molten state in the crusible. Pulling and rotating rate of the shaft were varied in LiF crystal growth by Czochralski method. Lower speed of the pulling and rotating rate increased the degree of convexity in solid-liquid interface and higher speed of the pulling and rotating rate decreased it. Optimum condition of LiF crystal growth obtained as pulling rate was 6.5cm/h when it rotated as 46rpm.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1999년도 추계학술대회 논문집 학회본부 A
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• pp.144-146
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• 1999

This paper provides an analysis of the effect of input signals, such as acceleration power and generator shaft speed for improving Power System Stabilizer(PSS) efficiency. We consider a single machine and infinite bus system which is modeled by PSCAD/EMTDC. We choose an optimum stabilizer gain with respect to eigenvalue analysis and transient stability analysis to each input signal.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.598-604
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• 2010

The drilled pier foundation is widely used to support transmission line structures due to its simplicity of construction. When this foundation type is used in conjunction with a single shaft or H-frame structure, it is subjected to a high overturning moment, combined with modest vertical and shear loads. Since the length and diameter of drilled piers are often governed by a maximum permissible deflection, many drilled piers being installed today are very conservatively designed. In this study, Nine prototype field-tests (1/8 scale) have been conducted in order to determine the vertical and lateral resistance of drilled pier foundation for single pole structures. These test results reveal the test piers behaved essentially as rigid bodies in soil (6D) and the center of rotation of the pier were typically 0.6~0.4 of the pier depth below ground surface. Test results also show the relationship between the applied load and the deflection at the top of the pier is highly nonlinear.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1087-1094
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• 2008

The drilled pier foundation is widely used to support transmission line structures due to its simplicity of construction. When this foundation type is used in conjunction with a single shaft or H-frame structure, it is subjected to a high overturning moment, combined with modest vertical and shear loads. Since the length and diameter of drilled piers are often governed by a maximum permissible deflection, many drilled piers being installed today are very conservatively designed. In this study, Five prototype field-tests (1/8 scale) have been conducted in order to determine the lateral resistance of drilled pier foundation for single pole structures. These test results reveal the test piers behaved essentially as rigid bodies in soil (6D) and the center of rotation of the pier were typically 0.6~0.4 of the pier depth below ground surface. Test results also show the relationship between the applied load and the deflection at the top of the pier is highly nonlinear.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2001년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.123-125
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• 2001

Salient pole rotor type single phase SRM(switched reluctance motor) uses the magnetic fluxes of radial and axial direction at the same time. Therefore the output power per unit volumn is very high and shaft length can be shorter than any other types of SRM with same output. Also, It can be manufactured with low cost thanks to simple structure and driving circuit. We already designed and manufactured prototype using the dynamic output equation of general rotating machine but the effect by salient pole structure was not considered. The most optimal design parameters for salient pole rotor type single phase SRM will be selected by comparing and analyzing the results from 3D FEM analysis, experimental values of the torque versus speed characteristics. and the nux linkage of prototype. Results for the former 3D FEM analysis and torque vs. speed characteristics were already obtained. Finally, we will measure the nux linkage of salient pole rotor type single phase SRM.

• 대한전자공학회논문지TE
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• 제42권4호
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• pp.27-32
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• 2005

액체 밸브는 실린더 부분과 액체부분으로 분리 또는 일체형 구조로 되어 있으며, 불소수지 Packing에 STS(stainless) 축을 삽입하여 실린더 머리에 연결된 구조로 되어있어 액체를 주입과 차단시 상하왕복 작동으로 인해 불소수지 패킹과 STS 축 사이에 마찰로 인해 액체의 누설로 인해 작업 환경 저하와 각 부품교체로 인한 작업능률의 저하로 생산성이 목표치에 이르지 못하고 있다. 이에 따라 액체밸브 설계에서부터 재질, 구조변경 등의 필요성이 있으며, 설계, 재질선택, 구조변경 등을 연구하였다. 본 논문은 기존의 문제점을 근본적으로 해소하고자, 피스톤과 연동되는 진동의 개발로 피스톤이 쉽게 마모되는 것을 방지하여 장 수명을 충족시키고 누설방지를 제공하는데 목적이 있다. 액체 토출후 노즐 팁에 액체가 잔류하는 것을 방지할 수 있도록 피스톤이 후퇴 시 이를 흡입시킬 수 있는 기능을 부가하여 방울 맺힘을 방지함을 목적으로 하고 있다.

• Composites Research
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• 제14권2호
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• pp.13-21
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• 2001

비강성, 비강도가 우수한 복합재료의 특성상, 기존의 금속 구조물을 복합재료 구조물로 대체 하는 것은 많은 이득을 가져온다. 이 논문에서는 탄소섬유/에폭시 복합재료와 유리섬유/에폭시 복합재료를 이용하여 정적 토크전달 능력, 비틀림 좌굴 하중. 굽힘 1차 고유진동수의 설계 기준을 만족하는 후륜구동 자동차용 일체형 동력전달축이 설계 및 제조되었다. 복합재료 중공축과 알루미늄 요크와의 결합을 위하여 단일 겹치기 접착조인트가 사용되었으며, 접착조인트의 정적 토크전달 능력은 접착길이와 요크두게에 따라 유한요소 해석을 이용하여 계산되었고, 실제 실험결과와 비교되었다. 복합재료 중공축의 정적 토크전달 능력은 Tasi-Wu 파괴지수와 아루미늄 요크와 에폭시 접착제의 비선형 물성을 적용하여 계산되었다. 실험과 해석결과로부터 복합재료 동력전달축의 정적 토크전달 능력은 임계 요크 두께에서 가장 높았으며, 임계 접착길이 이상에서는 포화되었다. 또한 일체형 복합재료 동력전달축은 기존의 2단 분리형 강철 동력전달축과 비교하여 40%의 무게 감소효과를 가져왔다.

• 한국융합학회논문지
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• 제8권7호
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• pp.123-129
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• 2017

본 연구는 모발 수질의 형태적, 미세구조적 특성을 주사전자현미경과 투과전자현미경을 사용하여 관찰하였다. 수질은 모발의 중앙부위에 존재하며 모발의 장축을 따라 기부에서부터 정단부위까지 불연속적으로 존재한다. 또한, 수질은 일정한 모양으로 존재하지 않고 매우 불규칙한 모양을 하고 있다. 한 개의 모발에서 연속되는 수질의 두께는 매우 다양하게 나타났다. 모발의 가로 절단면에서 수질의 두께는 최고 $21{\mu}m$로 측정되었고 세로 절단면에서는 최고 $27{\mu}m$로 측정되었다. 수질은 모발 직경의 1/3-1/4을 차지하고 있다. 수질은 각화된 수질형성세포의 거대원섬유들이 분리되면서 빈 공간을 형성하고 있다. 수질에 형성된 빈공간은 최고 $6.5{\mu}m$의 직경을 가지고 있으며 공기로 채워져 있다.

• Geomechanics and Engineering
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• 제35권6호
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• pp.603-615
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• 2023

Population growth and urbanization prompted engineers to propose more sophisticated and efficient transportation methods, such as underground transit systems. However, due to limited urban space, it is necessary to construct these tunnels in close proximity to existing infrastructure like high-rise buildings and bridges. Battered piles have been widely used for their higher stiffness and bearing capacity compared to vertical piles, making them effective in resisting lateral loads from winds, soil pressures, and impacts. Considerable prior research has been concerned with understanding the vertical pile response to tunnel excavation. However, the three-dimensional effects of tunnelling on adjacent battered piled foundations are still not investigated. This study investigates the response of a single battered pile to tunnelling at three critical depths along the pile: near the pile shaft (S), next to the pile (T), and below the pile toe (B). An advanced hypoplastic model capable of capturing small strain stiffness is used to simulate clay behaviour. The computed results reveal that settlement and load transfer mechanisms along the battered pile, resulting from tunnelling, depend significantly on the tunnel's location relative the length of the pile. The largest settlement of the battered pile occurs in the case of T. Conversely, the greatest pile head deflection is caused by tunnelling near the pile shaft. The battered pile experiences "dragload" due to negative skin friction mobilization resulting from tunnel excavation in the case of S. The battered pile is susceptible to induced bending moments when tunnelling occurs near the pile shaft S whereas the magnitude of induced bending moment is minimal in the case of B.