• Tribology and Lubricants
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• 제33권1호
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• pp.1-8
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• 2017

Drag torque reduction in a wet clutch pack is a key aspect of the design process of the dual clutch transmission (DCT) system. In order to reduce the drag torque caused by lubricant shear resistance, recently developed wet clutch pack systems of DCT, as well as automatic transmission and other four-wheel drive (4WD) couplings, frequently utilize wavy wet clutch pads. Therefore, wavy shape of friction pad are made on the groove patterns like waffle pattern for the reduction of drag torque. Additionally, the groove patterns are designed with larger channels at several locations on the friction pad to facilitate faster outflow of lubricant. However, channel performance is a function of the waviness of the friction pad at the location of the particular channel. This is because the discharge sectional area varies according to the waviness amplitude at the location of the particular channel. The higher location of the additional channel on the friction pad results in a larger cross-sectional area, which allows for a larger flow discharge rate. This results in reduction of the drag torque caused by the shear resistance of DCTF, because of marginal volume fraction of fluid (VOF) in the space between the friction pad and separator. This study computes the VOF in the space between the friction pad and separator, the hydrodynamic pressure developed, and the shear resistance of friction torque, by using CFD software (FLUENT). In addition, the study investigates the dependence of these parameters on the location and waviness amplitude of the channel pattern on the friction pad. The paper presents design guidelines on the proper location of high waviness amplitude on wavy friction pads.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.873-878
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• 2001

This Paper Presents a new model, called the “shear-friction truss model,” for slender reinforced concrete beams to derive a clear and simple equation for their ultimate shear strength. In this model, a portion of the shear strength is provided by shear reinforcement as in the traditional truss model, and the remainder by the shear-friction mechanism. Friction resistance is derived considering both geometrical configuration of the rough crack surface and material Properties. The inclined angle of diagonal strut in the traditional truss model is modified to satisfy the state of balanced failure, when both stirrups and longitudinal reinforcement yield simultaneously. The vertical component of friction resistance is added to the modified truss model to form the shear-friction truss model. Test results from published literatures are used to find the effective coefficient of concrete strength in resisting shear on inclined crack surfaces.

• 한국지반공학회지:지반
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• 제12권4호
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• pp.87-100
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• 1996

그리드(grid) 형태의 토목섬유와 흙 사이의 마찰특성은 표면마찰 뿐만아니라 그리드에 의한 수동저항을 동시에 측정할 수 있는 인발시험(pull-out test)에 의해 평가되고 있다. 본 연구에서는 보강토 구조물에서 가장 많이 사용되고 있는 지오그리드(geogrid)와 국내에 널리 분포되어 있는 화강 풍화토를 대상으로 실내 인발시험을 수행하였으며, 인발시험의 주요 영향 인자들인 인발속도, 토조 전면벽의 위치, 지오그리드 시료의 폭 및 지오그리드 수동 저항부재의 유.무 등이 흙/지오그리드 마찰특성에 미치는 영향을 평가하였다.

• 한국지반환경공학회 논문집
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• 제4권2호
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• pp.57-64
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• 2003

좁고 길게 굴착된 고랑형태의 되메움 지반의 토압에 관한 해석에 널리 사용되어져 오던 Marston(1913), Spangller(1982) 이론은 R.L. Handy(1985)가 굴착벽면과 되메움 흙과의 상호작용에 의한 최소주응력의 고리를 연결한 최소주응력 아치로서 표현함으로 보다 명확한 설명이 가능하게 되었다. 이후 C.G. Kellogg(1993)는 지금까지 주로 수직하게 대칭된 공간만을 대상으로 논의 되오던 되메움 공간형태를 경사지게 대칭된 공간형태에 대하여 연구를 확장하였다. 발표된 C.G. Kellogg(1993) 이론식은 이론식의 도출 과정에 있어 경사 벽면의 마찰저항이 아닌 경사단면 저부에서 연직한 되메움 흙 자체의 내부 마찰의 크기로서 가정하였다. 본 연구는 C.G. Kellogg가 적용한 경사단면 저부에서 연직한 면의 마찰저항은 경사진 단면에서의 마찰저항과는 다른 크기를 갖을 것이며 이 크기는 토압 산출에 영향을 미칠것으로 판단되어 이를 실내모형 토조실험, C.G Kellogg(1993) 이론식, 수치해석, 실제 경사벽면에 미치는 마찰저항을 고려한 수정된 C.G. Kellogg 이론식으로 규명하고자 하였다.

• 한국콘텐츠학회논문지
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• 제12권7호
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• pp.445-452
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• 2012

본 연구는 충적하천에서 실측된 현장자료를 이용하여 흐름에 관한 저항계수와 관계식을 분석하고 유도하였으며, 연구에는 자연하천 자료 1,865개와 식생하천 자료 739개가 포함된 2,604개 자료가 사용되었다. 회귀분석에 의해 Manning 조도계수와 Darcy-Weisbach 마찰계수 관계식이 자연하천 하상재료와 식생하천 식생자료의 유량과 마찰경사를 함수로 하는 멱함수 형의 식으로 각각 유도되었다.

• Journal of Welding and Joining
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• 제31권2호
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• pp.21-25
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• 2013

Aluminum alloys have been considered for substantial use in these industries. This ensues from their attractive strength to weight ratio, superb formability, apposite weldability and acceptable corrosion resistance. Depending on the specific application, corrosion behavior is a significant factor of a welded joint. In this study, recent researches in the view of corrosion resistance of friction stir welded aluminum alloys are briefly reviewed.

• 대한조선학회논문집
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• 제48권4호
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• pp.363-367
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• 2011

In this paper, friction coefficients between ices and model ship were studied in order to predict the resistance of ice. The friction coefficient is a dimensionless scalar value which describes the ratio of the force of friction between two bodies and the force pressing them together. The coefficient of friction depends on the materials, roughness on surface, lubrication, etc. We tested and analyzed the friction coefficient for the development of the test methodology. The friction coefficient for ice model test is very dominant to predict the ship performance, so every ice tank uses their own painting technique. In this study, the friction coefficient with changing the moving speed of ice was studies by using a flat plates which were made by the MOERI's paining technique and the basic research for the developing the paining methodology in the MOERI ice model basin was carried out.

• 한국기계가공학회지
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• 제20권2호
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• pp.93-100
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• 2021

Copper sheets has been used widely in electric and electron industry fields because they have good electric and heat conduction property of the material. And, in order to bond copper material, a kind of soldering process is generally used. But, because it is difficult to bond by soldering between overlapped thin copper sheets, so, another kind of brazing bonding process can be used in that case. But, because the brazing process needs wide bonding area, it needs heat treatment process in electric furnace. Generally, for spot welding of sheets, a conventional electric Resistance Spot Welding process(RSW) has been used, it has welding characteristics using contact resistance heating induced by electric current flow between sheets. But, because copper sheets has the low electric resistance, it is difficult to weld by electric resistance spot welding. So, in this study, an electric Resistance heated Surface Friction Spot Welding process(RSFSW) is suggested and is testified for the spot welding ability of thin copper sheets. It is known from the experimental results and simulation that the suggested spot welding process will be able to improve the spot welding ability of copper sheets by the combined three kinds of heating generated by surface friction by rotating pin, and conducted from heated steel electrode, and generated by contact resistance of electricity.

• Geomechanics and Engineering
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• 제12권3호
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• pp.399-415
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• 2017

A series of direct shear tests were conducted to investigate the frictional properties of the interface between structures and the filling soil of Chongqing airport fourth stage expansion project. Two types of structures are investigated, one is low carbon steel and the other is the bedrock sampled from the site. The influence of soil water content, surface roughness and material types of structure were analyzed. The tests show that the interface friction and shear displacement curve has no softening stage and the curve shape is close to the Clough-Duncan hyperbola, while the soil is mainly shear contraction during testing. The interface frictional resistance and normal stress curve meets the Mohr-Coulomb criterion and the derived friction angle and frictional resistance of interface increase as surface roughness increases but is always lower than the internal friction angle and shear strength of soil respectively. When surface roughness is much larger than soil grain size, soil-structure interface is nearly shear surface in soil. In addition to the geometry of structural surface, the material types of structure also affects the performance of soil-structure interface. The wet interface frictional resistance will become lower than the natural one under specific conditions.

• Elastomers and Composites
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• 제45권4호
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• pp.280-285
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• 2010

CIIR에 BR, SBR 및 NBR을 다양한 조성으로 혼합하여 블렌드물의 마찰계수와 내마모특성 및 물리적 특성 변화 등을 검토하였다. 영구압축줄음율 측정에서 블렌드비율 25%에서 가장 높은 값을 나타내어 변형에 대한 저항 특성이 가장 낮은 것으로 나타났다. SBR, NBR, BR이 CIIR에 블렌딩됨에 따라 블렌드물의 마찰계수는 산술평균적으로 저하하는 경향을 나타내었다. 마찰력 향상을 위하여 BR에 CIIR을 블렌딩하는 경우 마찰계수 증가에 의한 접지력 향상보다는 내마모 성능 저하에 의한 마이너스효과가 더욱 큰 것으로 나타났다.