• Title/Summary/Keyword: Friction component

검색결과 227건 처리시간 0.031초

Laboratory considerations about frictional force on pipe surface when slurry machine is used

  • Khazaei Saeid;Shimada Hideki;Kawai Takashi;Yotsumoto Jyunichi;Sato Iwao;Matsui Kikuo
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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    • pp.214-220
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    • 2003
  • Pipe jacking is a name for a method to excavate a tunnel by pushing pipe into the ground from an especial pit. Size of tunnels in this method is different from under 900mm (microtunneling) to more than 3,000mm. Method of excavation is also different from hand digging to use of any kind of tunnel boring machines such as slurry and earth pressure balance (EPB) machines. Slurry pipe jacking was firmly established as a special method for the nondisruptive construction of the underground tunnels in urban area. During the pipe jacking and microtunneling process, the jacking load is an important parameter, controlling the pipe wall thickness, need to and location of intermediate jacking station, selection of jacking frame and lubrication requirements. The main component of the jacking load is due to frictional resistance. In this paper the skin friction between pipe surface and surrounding condition also lubricant quality based on a few fundamental tests, were considered. During this study unconfined compressive strength test, dynamic friction measurement test and direct shear box test were raised for one of the largest diameter slurry pipe jacking project in Fujisawa city in Japan. It could be concluded that in slurry pipe jacking, prediction of frictional forces are mainly dependent on successful lubrication, its quality and lubricant strength parameters. Conclusions from this study can be used for the same experiences.

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천해에서 불규칙파의 변이 (Transformation of Irregular Waves in Shallow Water)

  • 유동훈
    • 한국해안해양공학회지
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    • 제5권3호
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    • pp.212-220
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    • 1993
  • 불규칙파를 스펙트럼으로 파악하여 천해에서 천수, 굴절, 회절, 마찰 및 쇄파 등에 의하여 변이하는 현상을 해석하였다. 지배방정식은 에너지보존식과 파수벡타보존식인데 파수벡타보존식에 회절효과를 고려하는 항을 포함하였다. 스펙트럼형상을 재현하기 위하여는 선형누적법을 사용하였으며, 스펙트럼에 대한 대표 마찰계수를 간단히 산정하는 약산식을 개발, 사용하여 마찰손실효과를 고려하였다. 또한 천해역에서의 쇄파를 고려하기 위하여 Kitaigorodskii의 평형조건식을 수정하여 적용하였다. 본 연구에서 개발된 모형을 실험조건에 적용하여 검증한 결과, 계산치가 실측치와 잘 일치함을 알 수 있었다.

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자가결찰브라켓을 이용한 교정 치료의 임상적 고려사항 (Clinical considerations with self-ligating brackets)

  • 김훈;김광유;강윤구;김성훈;국윤아
    • 대한치과교정학회지
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    • 제36권6호
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    • pp.474-482
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    • 2006
  • 자가 결찰 브라켓은 결찰용 와이어나 고무링 대신 특별한 hinge를 이용하기 때문에, 결찰 시 발생하는 마찰력의 감소로 효율적인 치아이동이 가능하여 전체 치료기간의 단축 효과가 있다. 이런 장점으로 최근 자가 결찰 브라켓에 대한 관심이 급증하고 있다. 그러나, 자가 결찰 브라켓만의 장점을 최대한 이용하기 위해서는 장치에 대한 충분한 이해가 필요하다. 이에 몇 가지 임상적 고려사항에 대해 소개하고자 한다.

동력조향장치 호스 조립품의 이탈력 추정에 관한 연구 (A Study on the Estimation of Separation Forces of a Power Steering Hose Assembly)

  • 김형제;김병탁;윤문철
    • 한국자동차공학회논문집
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    • 제13권4호
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    • pp.190-196
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    • 2005
  • The power steering hose assembly is usually manufactured through the swaging process, which is conducted to connect a hose with metal fittings. In this process the hose is inserted into metal components, the sleeve and the nipple, and compressed in the radial direction by the jaws to clamp the hose with metal components. In case that the clamping force is small, the oil in the hose can leak locally under the severe operating conditions. To confirm the clamping force requirements, the measurement of separation force in longitudinal direction of the hose is usually performed. In this study, the swaging process of a hose is simulated with the finite element method, to investigate the effect of friction coefficient on the separation fDrce. The results interpretations are ffcused on the inner rubber component, and also a formula is proposed to estimate the separation farces with respect to friction coefficients.

낙동강 하상 모래와 점토의 불포화 전단강도 특성 평가 (Unsaturated Shear Strength Characteristics of Nakdong River Sand and Clay)

  • 이대영
    • 한국지반신소재학회논문집
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    • 제13권4호
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    • pp.69-75
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    • 2014
  • 불포화토의 전단특성 평가는 제방구조물의 안정성과 투수특성 평가에 매우 중요한 요소이다. 본 연구에서는 국내 낙동강 유역에서 제방 제체재료로 사용되는 모래, 점토에 대한 불포화 전단특성을 평가하기 위해 불포화 삼축시험을 수행하였다. 모관흡수력에 따른 불포화강도변화를 살펴보기 위해 다단계실험방법을 적용하였으며, 그 결과를 바탕으로 비선형성을 고려한 겉보기 점착력($C_{max}$)에 맞추어 비교 분석하였다. 또한 실험결과를 바탕으로 선형적인 강도를 나타내는 Mohr-Columb 파괴강도를 활용할 수 있는 평균적인 ${\varphi}^b$ 값을 산출하였다.

광 저장장치용 리니어 보이스 코일 모터의 고속, 고정밀 위치제어 (High Speed and High Precision Control of Linear Voice Coil Motor for Optical Disc)

  • 김세웅;전홍걸;박노철;양현석;박영필
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2000년도 추계학술대회논문집
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    • pp.754-758
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    • 2000
  • In recent years, the LDM(Linear DC Motor) is widely used, because it has more merits than other rotary motors. First, if system requires linear motion, LDM realizes direct linear motion as rotary motor does not. Second, system is simple and easy to control, and so on. In optical disc drive, a tracking system consists of two parts. One is fine actuating and the other is coarse actuating. For coarse actuating VCM(Voice Coil Motor) actuator is used as a basic drive mechanism. In this paper, MC(Moving Coil) type LDM is designed, manufactured and controlled. System is composed of mechanical-electromagnetic component, therefore mechanical loss and electromagnetic loss exist. The dominent mechanical loss is friction which results from sliding between guide shaft and hole. Therefore, this paper shows the friction compensation control. High speed and accurate position is not gained only PID control, therefore other control method is applied to the system.

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유한요소해석을 통한 진동 감쇠형 와이어웨이시스템의 내진성능 검증 (Seismic Performance Evaluation of Vibration Attenuation Wireway-Pulley System Using the FE Analysis)

  • 트란 반 한;진수민;김성찬;차지현;신지욱;이기학
    • 한국공간구조학회논문집
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    • 제20권4호
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    • pp.185-192
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    • 2020
  • A new lighting support structure composing of two-way wires and pulley, a pulley-type wireway system, was developed to improve the seismic performance of a ceiling type lighting equipment. This study verifies the seismic performance of the pulley-type wireway system using a numerical approach. A theoretical model fitted to the physical features of the newly-developed system was proposed, and it was utilized to compute a frictional coefficient between the wire and pulley sections under tension forces. The frictional coefficient was implemented to a finite element model representing the pulley-type wireway system. Using the numerical model, the seismic responses of the pulley-type wireway system were compared to those of the existing lighting support structure, a one-way wire system. The addition of the pulley component resulted in the increasement of energy absorption capacity as well as friction effect and showed in significant reduction in maximum displacement and oscillation after the peak responses. Thus, the newly-developed wireway system can minimize earthquake-induced vibration and damage on electric equipment.

Seismic control of high-speed railway bridge using S-shaped steel damping friction bearing

  • Guo, Wei;Wang, Yang;Zhai, Zhipeng;Du, Qiaodan
    • Smart Structures and Systems
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    • 제30권5호
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    • pp.479-500
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    • 2022
  • In this study, a new type of isolation bearing is proposed by combining S-shaped steel plate dampers (SSDs) with a spherical steel bearing, and the seismic control effect of a five-span standard high-speed railway bridge is investigated. The advantages of the proposed S-shaped steel damping friction bearing (SSDFB) are that it cannot only lengthen the structural periods, dissipate the seismic energy, but also prevent bridge unseating due to the restraint effectiveness of SSDs in the large relative displacements between the girders and piers. This study first presents a detailed description and working principle of the SSDFB. Then, mechanical modeling of the SSDFB was derived to fundamentally define its cyclic behavior and obtain key mechanical parameters. The numerical model of the SSDFB's critical component SSD was verified by comparing it with the experimental results. After that, parameter studies of the dimensions and number of SSDs, the friction coefficient, and the gap length of the SSDFBs were conducted. Finally, the longitudinal seismic responses of the bridge with SSDFBs were compared with the bridge with spherical bearing and spherical bearing with strengthened shear keys. The results showed that the SSDFB can not only significantly mitigate the shear force responses and residual displacement in bridge substructures but also can effectively reduce girder displacement and prevent bridge unseating, at a cost of inelastic deformation of the SSDs, which is easy to replace. In conclusion, the SSDFB is expected to be a cost-effective option with both multi-stage energy dissipation and restraint capacity, making it particularly suitable for seismic isolation application to high-speed railway bridges.

메탄올 첨가에 따른 Ni 기반 합금의 트라이볼로지 특성 변화에 대한 실험적 연구 (Experimental Assessment of the Methanol Addition Effect on the Tribological Characteristics of Ni-based Alloy)

  • 최준민;박상문;김영준;김성훈;김혜민;박정언;유정원;이명규;이현우;정구현
    • Tribology and Lubricants
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    • 제39권2호
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    • pp.49-55
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    • 2023
  • Currently, the demand for green technologies toward a sustainable future is rapidly increasing due to growing concern over environmental issues. Methanol is biodegradable and can provide clean combustion to reduce sulfur oxide and nitrogen oxide emissions, and therefore it is a candidate fuel for marine engines. However, the effect of methanol on tribological characteristic degradation should be addressed for methanol-fueled engines. In this study, the methanol addition effects on tribological characteristic degradation is experimentally assessed using a pin-on-disk tribo-tester. Ni-based alloy is used as a target material due to its broad applicability as an engine component material. For a lubricant, engine oil with and without methanol are used. The tests are conducted for up to 10,000 cycles under boundary lubrication while the change in friction force is monitored. Additionally, the wear rate is determined based on laser scanning confocal microscope data. An additional test in which methanol is added at regular intervals is performed with an aim to directly observe its effect on friction. Overall, the friction coefficient increases slightly with increasing methanol concentration. Furthermore, the wear rate of the pin and disk increase significantly with methanol addition. The results also indicate that the friction increases instantaneously with methanol addition at the contacting interface. These findings may be useful for better understanding the methanol effect on the tribological characteristics of Ni-based alloys for methanol-fueled engines with improved performance.

Experimental study on component performance in steel plate shear wall with self-centering braces

  • Liu, Jia-Lin;Xu, Long-He;Li, Zhong-Xian
    • Steel and Composite Structures
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    • 제37권3호
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    • pp.341-351
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    • 2020
  • Steel plate shear wall with self-centering energy dissipation braces (SPSW-SCEDB) is a lateral force-resisting system that exhibits flag-shaped hysteretic responses, which consists of two pre-pressed spring self-centering energy dissipation (PS-SCED) braces and a wall plate connected to horizontal boundary elements only. The present study conducted a series of cyclic tests to study the hysteretic performances of braces in SPSW-SCEDB and the effects of braces on the overall hysteretic characteristics of this system. The SPSW-SCEDB with PS-SCED braces only exhibits excellent self-centering capability and the energy loss caused by the large inclination angle of PS-SCED braces can be compensated by appropriately increasing the friction force. Under the combined effect of the two components, the SPSW-SCEDB exhibits a flag-shaped hysteretic response with large lateral resistance, good energy dissipation and self-centering capabilities. In addition, the wall plate is the primary energy dissipation component and the PS-SCED braces provide supplementary energy dissipation for system. The PS-SCED braces can provide up to 90% self-centering capability for the SPSW-SCEDB system. The compressive bearing capacity of the wall plate should be smaller than the horizontal remaining restoring force of the braces to achieve better self-centering effect of the system.