• Proceedings of the Korean Vacuum Society Conference
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• 1999.07a
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• pp.194-194
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• 1999

다이아몬드 박막은 결정립에 의해 심한 표면 거칠기를 나타낸다. 루비를 상대재료로 사용하여 하중 50g, 50rpm의 회전속도로 마모시험을 하였으며 마모 track의 직경은 100mm였다. 마찰계수는 0.5에서 계속 감소하며 0.1이하에서 안정한 상태를 유지하게 된다. 이 다이아몬드 박막위에 저마찰재료로 알려진 PTFE를 타겟으로 RF로 증착한 후 같은 조건으로 마모시험을 행하면 마찰계수가 초기부터 일정하게 유지할 수 있게 된다. 반면에 MoS2박막이 증착된 경우에는 완만한 마찰계수의 감소가 나타난다. 이러한 변화의 원인으로는 DLC 박막에서 보고되고 있는 바와 같이 다이아몬드의 sp3 결합구조가 마모시험중 흑연화하여 sp2 결합구조로 변하기 때문인 것인지 살펴보기 위하여 micro Raman을 통하여 마모 track을 분석하였고 AFM을 통하여 표면거칠기 변화와 표면 스크래치 발생 여부를 살펴보았다.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2012.11a
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• pp.196-198
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• 2012

TiN 박막을 자전거용 서스펜션 프레임의 재질로 사용되는 고비강도 경량 합금에 적용하기 위해 Arc ion plating 방식으로 코팅하고 기계적 특성을 분석하였다. TiN 박막의 코팅 특성 평가는 XRD, 박막 경도, 마찰 계수, 밀착력을 측정하였고 피로시험을 실시하였다. 박막의 경도는 약 19 GPa로 측정되었고, 마찰 계수는 약 0.4로써 박막의 코팅 전(마찰계수 0.8)보다 낮아졌다. 밀착력은 약 13.9 N로 나타났으며, 피로 시험은 약 30,000회의 수직 하중 실험에도 박막의 가시적 크랙과 파손이 관찰되지 않았다.

• Journal of Advanced Marine Engineering and Technology
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• v.35 no.2
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• pp.196-203
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• 2011

Experiments to determine heat transfer coefficients and friction factors are conducted on a stationary transverse parallel wire-screen rib roughened rectangular channel. The test section consists of 198 mm (W) x 40 mm (H) x 712 mm (L). The channel has the aspect ratio of 4.95 and hydraulic diameter of $D_h$=6.66 cm. Four wire screen ribs and a solid rib are used. 0.1 mm-thick-stainless steel foil heaters and thermocouples (T type) are used to measure the heat transfer coefficients. Reynolds numbers studied range from 20,000 to 60,000. The wire-screen rib height (e) to hydraulic diameter ($D_h$) ratio ($e/D_h$) is 0.075; spacing (p) to height ratio (p/e) is 10. Results indicate that the solid rib produces the greatest Nusselt number and friction factor.

• Journal of the Korean Geotechnical Society
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• v.17 no.6
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• pp.207-213
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• 2001

Shaking table tests to investigate the dynamic friction behavior of interfaces between dense dry granular soils and construction material(concrete) were performed and the results are reported. The results show the variation of dynamic interface friction coefficients between dense dry granular soils and construction material was small in the sliding velocity range employed in this study. It was also observed that dynamic interface friction coefficients decreased as mean grain sizes of granular soils increased. These coefficients were compared with the friction coefficients obtained from the peak internal friction angles of the same granular soils by plane strain compression tests.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.1
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• pp.25-33
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• 2010

The matching condition at a perforated wall with vertical slits involves the permeability parameter, which can be calculated by two different methods. One expresses the permeability parameter in terms of energy dissipation coefficient and jet length at the perforated wall, being advantageous in that all the related variables are known, but it gives wrong result in the limit of long waves. The other expresses the permeability parameter in terms of friction coefficient and inertia coefficient, giving correct result from short to long waves, but the friction coefficient should be determined on the basis of a best fit between measured and predicted values of such hydrodynamic coefficients as reflection and transmission coefficients. In the present study, an empirical formula for the friction coefficient is proposed in terms of known variables, i.e., the porosity and thickness of the perforated wall and the water depth. This enables direct estimation of the friction coefficient without invoking a best fit procedure. To obtain the empirical formula, hydraulic experiments are carried out, the results of which are used along with other researchers' results. The proposed formula is used to predict the reflection and transmission coefficients of a curtain-wall-pile breakwater, the upper part of which is a curtain wall and the lower part consisting of a perforated wall with vertical slits. The concurrence between the experimental data and calculated results is good, verifying the appropriateness of the proposed formula.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.88-88
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• 2004

내압을 받는 압력관의 파괴는 원주방향의 응력이 주된 요인이므로, 압력관의 안전성을 평가를 위해서는 원주방향의 인장특성을 아는 것이 필요하다. 소형 압력관의 인장특성을 평가할 때, 정확한 원주방향의 인장특성을 알기 위해서는 관으로 가공된 후의 재료로 시험해야 하지만, 부피의 제약으로 인하여 원주방향으로의 표준 인장시험편을 제작하지 못하므로 가공하기 전의 재료의 물성치를 사용하고 있다. 이를 개선하고자 원주방향의 인장특성을 평가하기 위한 방법의 하나로 링 시험법(ring test)이 있다.(중략)

• Proceedings of the KIPE Conference
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• 2017.07a
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• pp.447-448
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• 2017

본 논문은 위치 제어 시스템의 기계 제정수 추정 알고리즘을 제안한다. 추정 대상 제정수는 관성모멘트와 점성 마찰계수, 쿨롱 마찰계수이다. 제정수 추정에 대한 오차를 줄이기 위해, 적분 연산과 정현파의 위치 명령을 사용하였다. 시뮬레이션 및 실험을 통하여 이의 유효성을 입증하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.5A
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• pp.623-629
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• 2008

New high strength bolts are required due to the development of the high strength steel, the ultra-thick steel plates, and the long-span bridge, though high strength bolts with tensile strength of 1,000 MPa are mainly used in construction site of every country. Consequently, in this study, we estimated the fatigue strength by performing fatigue test of slip-resistant splices with slip coefficients applying the newly developed F13T high strength bolts. The fatigue test satisfied the Category B requirements with the fatigue strength of slip-resistant splices. Also we analyzed the fatigue fracture characteristics of slip-resistant splices.

• Elastomers and Composites
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• v.36 no.1
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• pp.3-13
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• 2001

To resolve environmental problem of waste tire and asbestos and also to capitalize the wastes, we developed a new kind of friction material using scrap tire, potassium hexatitanate, filler, and friction modifier in which rubber made a continuous phase. The material containing 5, 20, 10, 20phr of potassium hexatitanate, phenol, friction modifier, $BaSO_4$, respectively showed good friction properties, high and stable coefficient or friction, and low wear rate.

• Journal of the Korean Geotechnical Society
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• v.26 no.11
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• pp.99-110
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• 2010

A fundamental study of the pile-soil systems subjected to negative skin friction in soft soil was conducted using the long-term field measurements. The emphasis was on the identification of the magnitude and distribution of skin frictions ($\alpha$ and $\beta$ coefficients) in bitumen coated and uncoated piles. A skin friction coefficient of instrumented piles is back-calculated by varying degrees of consolidation (U) of surrounding soils. It is shown that the bitumen coated pile is capable of reducing the negative skin friction up to almost 50 to 90 percents. Through comparisons with the existing friction coefficient values ($\alpha$ and $\beta$ coefficients), the calculated coefficients are within the appropriate range, and thus we can suggest basic materials to estimate the realistic pile behavior in the short-term and long-term analysis.