• 제목/요약/키워드: end bearing

검색결과 426건 처리시간 0.032초

선형행렬부등식 기법을 이용한 횡축형 자기 베어링 시스템의 로버스트 제어 (A Robust Control of Horizontal-Shaft Magnetic Bearing System Using Linear Matrix Inequality Technique)

  • 김창화;정병건;양주호
    • Journal of Advanced Marine Engineering and Technology
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    • 제25권2호
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    • pp.321-330
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    • 2001
  • Magnetic bearing system is frequently used for high-speed rotating machines because of its frictionless property. But the magnetic bearing system needs feedback controller for stabilization. This paper presents a robust controller design by using linear matrix inequality for magnetic bearing system which shows the control performance and robust stability under the physical parameter perturbations. To the end, the validity of the designed controller is investigated through computer simulation.

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폐기물 매립지반에서 PG Pile의 지반지지력 특성 (A Characteristics of Bearing Capacity by PG Pile on Waste Landfill)

  • 천병식;최춘식
    • 한국철도학회논문집
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    • 제3권4호
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    • pp.213-218
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    • 2000
  • Waste landfill is so loose that it may cause the insufficient bearing capacity and the differential settlement. And so, characteristics and conditions of the ground should be considered in applications of ground improvement in waste landfill. In this paper, analysis of field tests as the static loading test and the bearing capacity test were performed. In result, PG(Pack Grouting) pile method is proved effective and economic, because it could bring about the increase of end bearing capacity, the prevention of differential settlement and increase of density by expansion of pile.

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풍화암에 근입된 현장타설말뚝의 지지거동 분석 (Bearing Capacity of Cast-in-situ Concrete Piles Socketed in Completely Weathered Gneiss)

  • 전경수;김정환;김명모
    • 한국지반공학회논문집
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    • 제15권6호
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    • pp.155-165
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    • 1999
  • 화강편마암으로 된 풍화암이 기반암인 암반에 소켓된 말뚝의 지지 거동을 알기 위하여 직경 40cm인 현장타설말뚝 8개를 시공하고 말뚝 재하 시험을 실시하였다. 지반 조사는 예비조사, 본조사, 그리고 시험후 조사 등 3차례에 걸쳐서 이루어 졌으며, 이 때 BX와 NX 보링(12개소) 조사와 탄성파 탐사 등이 시행되었다. 암반 소켓 말뚝의 지지 거동을 주면부와 선단부로 분리하여 평가하기 위하여 암반 소켓 깊이를 3m, 6m 그리고 9m등으로 다양하게 하고, 선단부 지지력의 영향을 배제하기 위하여 말뚝 선단부에 스타이로폼(styrofoam)을 매설하기도 하였다. 그리고 말뚝 깊이에 따른 하중 전이 해석을 위하여 말뚝 철근에 변형률 게이지 등을 설치하고 재하 시험을 수행하였다. 상기의 재하 시험 결과로부터 국내 화강 편마암으로 된 풍화암에 소켓된 현장타설말뚝의 허용 주면지지력과 허용 선단지지력을 각각 $8.6t/m^2 \;와 \;84t/m^2$로 제안하였으며, 일축압축강도를 이용한 풍화암의 탄성계수 산정식을 제안하였다.

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엔진 파이어링동안 일정 축 각속도에서 비고정식 피스톤-핀과 연결봉-소단부 부싱 및 피스톤-핀 보스의 접촉면 마모해석 (Wear Analysis at the Interface of Connecting-Rod Small-End Bushing and Piston-Pin Boss with a Floating Piston-Pin at Constant Angular Velocity during Engine Firing)

  • 전상명
    • Tribology and Lubricants
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    • 제36권3호
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    • pp.168-192
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    • 2020
  • In recently designed diesel engines, the running conditions for piston-pin bearings have become severe because of the higher combustion pressure and increased temperature. Moreover, the metal removal from the bushing material has strongly reduced the ability of the antifriction material to accept asperity contacts. Therefore, it is necessary to find ways of reducing wear scar on the connecting-rod small-end bushing and piston-pin boss bearing related to the higher combustion pressure on the power cell of an engine. In this work, the position and level of material removal from the surfaces of the bushing and bearing under such severe operating conditions - for example, maximum power and torque conditions of a passenger car diesel engine - are estimated for several combinations of surface roughness. First, piston-pin rotating motion is investigated by calculating the friction coefficient at piston-pin bearings, the oil film thickness, and the frictional torques induced by hydrodynamic shear stress. Subsequently, the wear scarring on the surfaces of a connecting-rod small-end bushing and two piston-pin boss bearings related to piston-pin rotational motion is numerically calculated under the maximum power and torque operating conditions. This work is helpful to determine the reasonable surface roughness of the bushing and bearing for reducing wear volume occurring at the interface between a bearing and a shaft.

미고결 퇴적암층에서의 현장타설말뚝 지지력 특성 연구 (Bearing Capacity of In-situ Cast Piles in Weak Sedimentary Rocks)

  • 심동현;김기섭;유석준
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2004년도 춘계학술발표회
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    • pp.100-109
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    • 2004
  • Is this study, results of static pile load tests of in-situ cast piles in weak or uncemented sedimentary rock layers have been analyzed and presented. Consdierations on the characteristics of soils sedimentary rocks have been made. From the measurements of strain gauges and extensometers the relationship of unit skim friction versus displacement and that of unit end bearing versus displacement have been obatined to verity the characteristics of bearing capacity of this uncemented sedimentary rock layers. Also, a comparison has been made between ultimate skin friction in compression and tension.

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사질토 지반에서 N값과 말뚝의 길이비가 지지력 분담 특성에 미치는 영향 (Effect of N Value and Pile Length Ratio on Bearing Capacity Distribution of Cohesionless Soil)

  • 이광우;유승경;한중근;박정준;김기성;홍기권
    • 한국지반신소재학회논문집
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    • 제19권1호
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    • pp.65-73
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    • 2020
  • 본 연구에서는 현장타설말뚝이 사질토 지반에서 지지되는 경우에 대하여, 설계지지력 산정을 위해 적용되고 있는 다양한 제안식을 이용하여 말뚝의 길이비와 N값이 지지력에 미치는 영향을 평가하였다. 그 결과, Meyerhof 제안식은 전체 지지력에 있어서 선단지지력과 주면마찰력의 분담률은 동일하게 평가하고, 지지력 분담률은 길이비에 의해서만 영향을 받는 것으로 분석되었다. NAVFAC DM-7 제안식은 말뚝의 길이가 주면마찰력과 선단지지력 모두 영향을 미치기는 하지만, 선단지지력에 더욱 큰 영향인자로 작용하는 것을 알 수 있었다. 특히, N값과 말뚝의 직경에 의한 영향보다는 말뚝 길이요소에 의한 영향이 가장 큰 것을 알 수 있었다. FHWA의 제안식은 말뚝의 지지력 산정 시, 주면마찰력에 의한 영향요소를 다른 제안식에 비해 적극적으로 반영하는 것으로 평가되었으며, 극한지지력 평가 시에 주면마찰력의 영향을 더 크게 반영하는 것을 알 수 있었다.

모형실험에 의한 선단확장파일의 지지력 특성 (Behavior of bearing Capacity of Piles with an Extended Head by Model Tests)

  • 유충식;김선빈;이봉원;김영훈;변요셉;허갑수;송기용
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.536-545
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    • 2006
  • In this study the behavior of piles with an extended head is invested experimentally using reduced-scale model tests. Special attention is given to verifying the increase of end bearing capacity of piles with spreading head. Model piles and extended head plates made of steel pipe were used in this study. Bearing capacity of piles is regarded as only end bearing capacity. The study analyzed the tendency of single and group pile of bearing capacity compared with the existing PHC pile, and examined optimum effect of extended head.

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Selective Transport of Pb(II) Ion by Acyclic Polyethers Bearing Amide End-Groups

  • 김종승;이상철;김응태;조재훈;조문환;유재형;이종해
    • Bulletin of the Korean Chemical Society
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    • 제18권12호
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    • pp.1256-1260
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    • 1997
  • A series of acyclic polyethers bearing amide end-groups and lipophilic alkyl chains (3-5) were successfully synthesized with quantitative yields. Based upon the transport experiment in a bulk liquid membrane (BLM) system and solvent extraction, a very high selectivity of Pb2+ over other transition metal cations was observed. Measurement of thermodynamic parameters for complexation in methanol at 25 ℃ gave a strong evidence for excellent selective complexation for lead ion over other transition metal ions.

탄성변형을 고려한 엔진베어링의 동적 거동에 대한 연구 (A Study on the Dynamic Behaviors of Engine Bearing with the Consideration of Elastic Deformation in the Con-Rod System)

  • 장시열;박계민
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 2004년도 학술대회지
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    • pp.275-282
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    • 2004
  • The engine bearing transmits the powers from cylinder to crankshaft with small clearance between con-rod and crankpin. The minimum oil film thickness is a significant parameter in the operation of bearing. The contact pressure of bearing should be considered for the reason that elastic deformation of bearing be caused by contact pressure of bearing. There are important factors which are maintaining of minimum oil film thickness expecting of the length of maximum and minimum oil film thickness with changing of the loads to keep running normally. Furthermore, this study is very crucial to develop the design of engine bearing and crankshaft system.

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모형시험을 통한 Smart 양방향말뚝 재하시험에 관한 연구 (Study of Smart Bi-directional Pile Load Test by Model Test)

  • 김낙경;김웅진;주용선;김성규
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.1088-1093
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    • 2010
  • The Smart bi-directional pile load test with variable end plate overcomes the shortcoming of the Osterberg cell test. It is possible that the ultimate bearing capacity of piles can be known by using two different end plates. The first step is to measure end bearing capacity with smaller end plate and the second step is similar to the conventional O-cell test. In this study, model test was performed to evaluate the smart bi-directional pile load test in sand. Vertical displacement of the model pile were messured at the axial loading condition.

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