• Journal of the Earthquake Engineering Society of Korea
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• v.4 no.4
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• pp.93-104
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• 2000

적충되어 있는 다중 블록 시스템은 역사적 건물이나 문화재등에 자주 사용되고 있다. 이러한 구조시스템은 지진에 매우 취약하고, 특히 세장한 구조물인 경우에는 낮은 수준의 지반가속도에 대해서도 전도가 일어날 수 있다. 지진으로부터 이러한 구조물을 보호할 수 있는 방법중의 하나로써 지진격기받침의 사용을 들 수 있으나, 아직 격리받침이 설치되어 있는 다중블록의 거동에 대해서는 잘 알려지지 않는 실정이다. 이 논문에서는 각각 P-F 시스템, FPS, LRB 시스템이 설치되어 있을때의 세장한 강체 블록의 동적거동에 대해 살펴보았다. P-F 시스템과 FPS에서의 마찰모델은 Coulomb의 마찰법칙을 이용하였도, 상부구조물은 붙음(stick)모드와 록킹(rocking) 모드만이 존재하도록 가정하였다. 충격은 개별요소법(distinct element method, DEM)을 이용해 기술하였고, 조화입력운동에 대한 응답을 조사하였다.

• Journal of the Korean Geotechnical Society
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• v.36 no.11
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• pp.107-117
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• 2020

Open-ended steel pipe piles have outside frictional force and inside frictional resistance in which blocked soil acts on the inside of the steel pipe during installation. It is expected that the ultimate load will change depending on the inside and outside resistance. And, if the ground on which the piles were constructed is clay soil, it is predicted that it will have effect on the negative skin friction caused by the ground settlement. Therefore, in this study, the behavior according to the inside and outside resistance characteristics of steel pipe piles was analyzed numerically, and the frictional force distribution, axial load and settlements before and after the occurrence of ground settlement were calculated. As a result of the analysis, the inside frictional resistance had less influence than the outside frictional resistance. However, inside frictional resistance is considered to be one of the important factors considering the effect on the overall pile behavior, and both resistance factors need to be considered in the design process.

• Journal of Korea Water Resources Association
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• v.46 no.4
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• pp.389-400
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• 2013

In this study, a conventional pipeline unsteady friction model has been integrated into Levenberg Marquardt method to calibrate friction coefficient in a pipeline system. The method of characteristics has been employed as the modeling platform for the frequency dependant model of unsteady friction. In order to obtain Hessian and Jacobian matrix for optimization, the direct differentiation of pressure to friction factor was calculated and sensitivities to friction for heads and discharges were formulated for implementation to the integration constant in the characteristic method. Using a hypothetical simple pipeline system, time series of pressure, introduced by a sudden valve closure, were obtained for various Reynolds numbers. Convergency in fiction factors were evaluated both in steady and unsteady friction models. The comparison of calibration performance between the proposed method and genetic algorithm indicates that faster and stabler behaviour of Levenberg Marquardt method than those of evolutionary calibration.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1995.06a
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• pp.72-82
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• 1995

본 연구에서는 고온 내마모 부품에 사용되는 지르코니아계 세라믹을 이용하여 spray drying법으로 알루미나의 첨가량을 변화시킨 지르코니아-알루미나 복합 분말을 사용하여 플라즈마 용사법에 의해 코팅을 얻었다. 얻어진 코팅의 고온에서의 마모, 마찰 특성의 변화를 살펴보고자 하였다. 마모, 마찰실험은 상온~180$^{\circ}$C까지 수행하였으며 마모전과 후의 변화를 XRD, TEM, SEM 등을 이용하여 관찰하였다.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1996.04b
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• pp.30-34
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• 1996

자동차용 마찰재의 원료로 사용되는 고체 윤활제($Sb_{2}S_{3}$)와 연마재(ZrSiO$){4}$)의 상대량이 다른 3가지의 마찰재를 제조하여 그들의 마찰특성을 자동차용 Brake Dynamometer를 사용하여 연구하였다. 각각의 마찰재에 관하여 자동차 제동시에 나타나는 마찰계수의 변화와 Torque 변화 그리고 시험후의 마찰재와 rotor의 마모량을 측정하였다. 제동특성과 직접 관련 있는 것으로 알려져있는 마찰계수의 안정성은 $Sb_{2}S_{3}$이 상대량이 높을 때 좋은 특성을 나타내었으며, 반면에 ZrSiO$_{4}$의 상대량이 많은 경우에는 마찰계수의 안정성이 저하되었을 뿐 아니라 제동시의 torque 변화량도 증가하여, 자동차의 Judder현상을 해결하는데 좋지않은 경향을 나타내었다. 이는 마찰시에 계면에 형성되는 윤활막의 거동에 의한 현상이며 이때 마찰재 및 상대재의 마모량은 연마재의 양이 증가함에 따라 마모량이 증가 하였다.

• Journal of the Korean Geotechnical Society
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• v.35 no.6
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• pp.27-38
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• 2019

Bearing capacity of a pile in homogeneous soil is the sum of end bearing and skin resistance, and the skin resistance is more prominent in sandy soil. Bearing capacity of a pile in pile groups especially in sandy ground should be designed under the consideration of the influence by the adjacent piles. In this study, the end bearing capacity of a pile in pile groups was experimentally investigated. For this purpose, piles were installed in sandy ground in a circular test box, and end bearing - settlement behavior of the pile was measured while the pile was loaded. As the results, end bearing - settlement relation curves of the piles showed a distinct limit value. Limit value of the end bearing was little affected by skin friction and pile diameter, and it became a constant value as pile penetrates deeper. End bearing was not affected by the adjacent piles in a group of piles, when their clearance was larger than the pile diameter.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2005.10a
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• pp.225-241
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• 2005

• Journal of the Korean Institute of Gas
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• v.10 no.2 s.31
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• pp.27-32
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• 2006

In this paper, the contact stress and friction force between multi-balls and rolling friction contact surfaces of two cylinders have been presented using a finite element analysis. The multi-balls for a rolling friction motion may be contacted with a reciprocating mechanism of a parallel cylinder and a misaligned cylinder in a LPG filling unit. The FEM computed results indicate that SiC ceramic and SUS 304 balls show a high contact stress and friction force on the contact spot of rolling balls. But the PEEK balls show a low contact stress and friction loss due to a high flexibility of a PEEK polymer. In this study, we may recommend SiC and SUS 304 balls for high compressive loadings between a multi-ball and a cylinder contact mechanisms and PEEK balls for a low compressive force. And the misalignment between two cylinders should be restricted for a low contact stress and friction loss, especially.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.11
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• pp.7870-7877
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• 2015

In the case of CWR (Continuous welded rail) located on the railway bridge, the CWR has additional axial force due to interaction of bridge and track. Therefore, the CWR tracks located on the bridge have to secure the safety of running train and CWR track through mitigating influence for interaction of bridge and track. The railway design guide in Korea (KR C-08080) provides a certain value for property of longitudinal friction behavior of rail fastening system that is major parameter of interaction behavior by applying European codes. However, in order to apply to domestic railway, it is necessary to review property characteristics of the rail fastening system in actual use. In this paper, the experiment for longitudinal friction behavior of rail fastener applied to concrete track on the railway bridge in Korea was carried out, and statistical characteristic for property of the rail fastener was analyzed from the result of the experiment.

• Journal of the KSME
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• v.32 no.11
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• pp.917-926
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• 1992

트라이볼로지의 핵심분야인 마찰, 마멸에 대해 간단히 살펴보았다. 과학의 급속한 발전에도 불 구하고 아직도 이들에 대한 완전한 지식은 아직 요원한 상태이다. 그러나 현재까지 알려진 지 식으로도 기계시스템의 최적설계에 크게 도움이 된다는 사실에 대해서는 의심의 여지가 없다. 앞에서 함께 살펴본 마멸 입자에 대한 소개는 마찰과 마멸의 복합적인 산물로서 이의 관찰을 통해 분석하고자 하는 기계시스템의 상태를 효과적으로 진단하여 트라이볼로지적 거동을 이해 하는 데에 중대한 정보가 된다. 따라서 마찰과 마멸에 대한 궁극적인 연구와 함께 그 산물인 마멸입자에 대한 보다 적극적인 이해와 지식의 축적은 요소(tribo-elements)의 고성능, 고정밀 화에 크게 이바지할 것이다.