• 한국유체기계학회 논문집
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• 제19권5호
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• pp.35-41
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• 2016

This paper deals with the design, manufacturing and test evaluation of a hydrostatic bearing applied to a hydraulic model turbine. The design parameters of a hydrostatic bearing, considering machining and assembly tolerances, and recommended values of design parameters are presented. Also the simple design procedure of a hydrostatic bearing by utilizing the reference results is proposed. In order to illustrate the utility and validity of the proposed design procedure, two hydrostatic bearings are manufactured and test evaluation of these bearings are performed. In results, the proposed design procedure can be utilized as an effective tool at the initial design screen of a hydrostatic bearing. However, the 2D bearing governing equation should be solved to obtain the optimal design of a hydrostatic bearing.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2010년도 춘계학술대회 논문집
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• pp.485-486
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• 2010

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2004년도 추계학술대회 논문집
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• pp.227-230
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• 2004

A self-compensated water-hydrostatic bearing has advantages in bearing stiffness. In this paper, the mechanism is applied to hydrostatic journal bearing for achieving the high bearing stiffness. The finite element method is applied to analyze the load characteristics of the self-compensated journal bearing. From the analyzed results, it is confirmed that though the self-compensated journal bearing has higher load capacity and stiffness than conventional fixed capillary journal bearing, the merit is decreased in the case of high eccentricity, that is, a spindle system with self-compensated journal bearing must be designed to have the load capacity large enough. For improving the practicality, a rectangular type capillary is introduced and discussed. Theoretically analyzed results show that it has more advantages than the conventional annular type capillary in the practical usage. The experimental verification on the analysis method is performed, and the experimental results show good agreement with theoretical results.

• 한국정밀공학회지
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• 제22권5호
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• pp.159-166
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• 2005

A self-compensated water-hydrostatic bearing is well known to have advantages in stiffness. In this paper, its concept is extended to a hydrostatic journal bearing for achieving higher stiffness. The finite element method is applied to analyze the load characteristics of the self-compensated hydrostatic journal bearing. The analysis results reveal that the self-compensated journal bearing has higher load capacity and higher stiffness than conventional, fixed capillary journal bearings. and that this benefit degrades in the case of high eccentricity. Thus, a spindle system with self-compensated journal bearings must be designed to ensure a sufficiently large load capacity. A rectangular type capillary is also introduced with consideration of the practical application of the self-compensated hydrostatic journal bearing. Theoretical analysis results show that the rectangular type capillary is more beneficial than conventional annular type capillaries in practical use. The experimental verification on the analysis method is made to show that the experimental results are in good agreement with theoretical results.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2009년도 추계학술대회 논문집
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• pp.585-586
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• 2009

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 2002년도 proceedings of the second asia international conference on tribology
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• pp.123-124
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• 2002

A press shoe is an element of a machine for squeezing water from wood pulp in the field of manufacturing paper. This is used to compress the pulp enveloped by felt sheet with a large roller. The squeezing force is made by hydraulic pressure. The press shoe has a mechanism similar to a partial hydrostatic bearing. The pressure profile between press shoe and roller affects their squeezing ability, and partial peak pressure can tear the wet pulp. The curvature of the surface of press shoe varies to reduce the peak pressure and increase the mean pressure simultaneously. Therefore, the prediction of pressure distribution considering partially changed curvature of hydrostatic bearing is very important for designing the press shoe. In this study, the difference formulation of Reynolds' equation for partial hydrostatic bearing is by direct numerical method and a computer program to calculate the pressure distribution is developed. We investigate the effect of partially changed curvature of bearing surface on the pressure distribution. Other design parameter for hydrostatic bearing such as depth of pocket and relative velocity are also studied.

• KSTLE International Journal
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• 제3권2호
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• pp.90-94
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• 2002

A press shoe is an element of a machine for squeezing water from wood pulp in the field of manufacturing paper. This is used to compress the pulp enveloped by felt sheet with a large roller. The squeezing farce is made by hydraulic pressure. The press shoe has a mechanism similar to a partial hydrostatic bearing. The pressure profile between press shoe and roller affects their squeezing ability, and partial peak pressure can tear the wet pulp. The curvature of the surface of press shoe varies to reduce the peak pressure and increase the mean pressure simultaneously, Therefore, the prediction of pressure distribution considering partially changed curvature of hydrostatic bearing is very important far designing the press shoe. In this study, the difference formulation of Reynolds equation far partial hydrostatic bearing is derived by direct numerical method and a computer program to calculate the pressure distribution is developed. We investigate the effect of partially changed curvature of bearing surface on the pressure distribution. Other design parameter far hydrostatic bearing such as depth of pocket and relative velocity are also studied.

• Tribology and Lubricants
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• 제27권2호
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• pp.71-76
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• 2011

In this study, the nondimensional load capacity of water hydrodynamic journal bearings is calculated. A generalized coordinate formulation is applied to handle the complexity of bearing geometry. A window-based analysis program is developed to analysis the cylindrical hydrostatic bearings. Load capacities are calculated according to some design parameters such as clearance, diameter of orifice, size of recesses and temperature. The results are presented and discussed.

• 한국산학기술학회논문지
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• 제19권11호
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• pp.230-236
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• 2018

최근 국내에서도 규모 5.0 이상의 지진이 발생하여 구조물의 내진 안전성에 대한 관심이 증가하고 있다. 특히, 물을 저장하는 시설은 지진에 의해 손상 및 파손이 될 경우, 누수로 식수 및 용수가 부족하게 될 뿐만 아니라 화재 진압의 어려움이 야기되므로 지진에 대한 안전성을 만족하여야 한다. 본 연구에서는 기초와 탱크사이에 납고무받침을 고려하여 지진에 대한 물탱크의 내진성능을 향상시키고자 한다. 이를 위해 기존 콘크리트 기초에 설치 가능하도록 납고무받침을 설계하였다. 물탱크에 대하여 유체-구조물 상호작용을 고려하기 위하여 ANSYS를 활용하여 모델링을 수행하였으며 정수압과 4개의 지진파를 이용한 동수압을 고려하였다. 만수위 2.5m의 정수압이 작용하는 경우에 대하여 정적 해석을 수행한 결과, 면진 적용여부와 상관없이 동일한 응력이 발생하였다. 정수압과 동수압을 동시에 고려했을 때, 면진 물탱크는 전반적으로 지진력 감소가 이루어졌지만 일반적인 구조면진과 비교했을 때 감쇠율이 다소 낮은 것으로 나타났다. 이는 물탱크 중량이 면진 강성보다 매우 작아서 나타난 결과로 판단되며, 향후 물탱크 내진성능 평가에 기초 자료로 활용될 것으로 기대된다.

• 대한기계학회논문집A
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• 제36권10호
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• pp.1131-1137
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• 2012

해저배관은 부력과 외부 충격을 방지하기 위하여 1.2~4m의 매설 깊이로 설치되어 운영된다. 해저배관은 수압과 토하중에 의한 외압으로부터 소성붕괴에 대한 저항성을 가져야한다. 해저배관에 수압과 토하중으로 발생하는 원주응력을 유한요소해석으로 파악하여 배관의 건전성에 미치는 영향을 평가하였다. 내압은 외압에 의한 소성붕괴 저항성을 향상시켜 소성붕괴 발생 깊이를 증가시켰다 동일 수심에서는 매설 깊이 증가에 따라 원주응력은 증가하나, 동일 매설 깊이에서는 수심이 증가함에 따라 배관에서 발생하는 원주응력은 감소한다.