• 제목/요약/키워드: Sliding behavior

검색결과 550건 처리시간 0.03초

카본나노튜브의 포텐셜 함수에 따른 마찰거동에 대한 분자동역학 시뮬레이션 연구 (Study on frictional behavior of carbon nanotube with respect to potential function by molecular dynamics simulation)

  • 김현준;김대은
    • 정보저장시스템학회논문집
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    • 제9권2호
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    • pp.36-41
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    • 2013
  • Frictional behavior of a single carbon nanotube(CNT) was investigated using molecular dynamics simulation. A single CNT aligned horizontally on silver or graphene substrate was modeled to evaluate its frictional behavior such as frictional force and rolling/sliding motion with respect to potential parameter and lattice structure of the substrate. As a result, it was found that friction and rolling was affected by adhesion between two surfaces and period of the rolling depended on lattice distance of the substrate.

Numerical investigation of geocell reinforced slopes behavior by considering geocell geometry effect

  • Ardakani, Alireza;Namaei, Ali
    • Geomechanics and Engineering
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    • 제24권6호
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    • pp.589-597
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    • 2021
  • The present study evaluates geocell reinforced slope behavior. A three dimensional analysis is carried out to simulate soil and geocell elastoplastic behavior using the finite difference software FLAC3D. In order to investigate the geocell reinforcement effect, the geocell aperture size, thickness, geocell placement condition and soil compaction had been considered as variable parameters. Moreover, a comparison is evaluated between geocell reinforcing system and conventional planar reinforcement. The obtained results showed that the pocket size, thickness and soil compaction have considerable influence on the geocell reinforcement slope performance. Moreover, it was found that the critical sliding surface was bounded by the first geocell reinforcement and the slope stability increases, by increasing the vertical space between geocell layers. In addition, the comparison between geocell and geogrid reinforcement indicates the efficiency of using cellular honeycomb geosynthetic reinforcement.

Characteristics of Friction Behavior of Ceramic Friction Materials according to Surface Materials

  • Ji-Hun Park;Jung-Woo Lee;Jong-Won Kwark;Woo-Jin Han;Oneil Han
    • 한국건설순환자원학회논문집
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    • 제11권4호
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    • pp.535-541
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    • 2023
  • Friction material, an integral constituent of bearing supports, facilitates frictional interactions between two components. Polytetrafluoroethylene (PTFE), a commonly employed friction material in bearing supports, has assessed resultant friction equilibrium. Nonetheless, protracted utilization diminishes frictional performance as the lubricating agent is progressively depleted. Friction materials can affect the entire structural system. Hence, this study applied ceramic material as a friction material due to its high strength, low friction, and low deformation. The frictional behavior was investigated using a cyclic friction test, considering various friction materials as the primary design variables and examining their covariance in cyclic frictional movements. The results substantiated that the ceramic friction material yielded a low variance and friction coefficients in cyclic frictional movements.

대규모 절개사면에 설치된 억지말뚝의 거동 (The Behavior of Stabilizing Piles installed in a Large-Scale Cut Slope)

  • 송영석;홍원표
    • 지질공학
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    • 제19권2호
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    • pp.191-203
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    • 2009
  • 본 연구에서는 대규모 절개사면에서 억지말뚝의 효과를 확인하고, 사면과 억지말뚝의 거동을 조사하였다. 먼저, 사면의 절토공사시 경사계를 이용하여 사면지반의 거동을 조사하였다. 계측결과 사면지반의 수평변위는 점차적으로 증가하고, 사면활동면의 발생위치에서 급격히 감소하는 것으로 나타났다. 이를 통하여 사면활동깊이의 예측이 가능하였다. 사면활동면의 예측을 통하여 억지말뚝의 설계와 시공이 수행되었다. 그리고 억지말뚝으로 보강된 절개사면에 대하여 각종 계측시스템을 적용하여 억지말뚝의 거동을 조사하였다. 계측결과 억지말뚝의 수평변위는 켄틸레버보의 변형형상과 유사하게 발생되었으며, 말뚝두부의 철근콘크리트보의 설치로 인하여 두부의 수평변위 억제효과를 확인할 수 있다. 억지말뚝의 최대휨응력이 발생되는 깊이는 대상지반의 상부토사층이 존재하는 깊이와 유사한 것으로 나타났다. 또한, 쏘일네일링 시공을 위한 억지말뚝 전면부 사면굴착시 억지말뚝의 수평변위가 증가함을 알 수 있다. 본 연구를 통하여 대규모 절개사면에 대하여 억지말뚝의 적용성 및 효과를 확인할 수 있다.

지질조건에 따른 사태물질 이동특성 고찰 (A Study on Transportation Characteristics of Debris dependent on Geologic Conditions)

  • 채병곤;김원영;이춘오;김경수;조용찬;송영석
    • 지질공학
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    • 제15권2호
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    • pp.185-199
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    • 2005
  • 토석류 산사태물질은 암석의 풍화 산물이므로 사태물질의 특성은 그 지역에 분포하는 기반암의 종류에 의존한다. 이 연구에서는 사태물질의 종류에 따른 이동특성에 대한 연구를 수행하기 위하여 암석의 풍화 특성과 지형 조건이 서로 다른 3개 지역에서 발생한 26개 산사태를 연구대상으로 하였다. 산사태 발생지점의 정밀야외 조사를 통하여 암석의 종류, 풍화 및 지형 특성 등을 분석하였고 사태물질의 입도분포와 체적에 따른 이동과 지형 특성과의 관계를 추적하였다 지형조건 중 사면의 경사변화는 사태물질 이동거리에 큰 영향을 미치는 것으로 판단되며, 이는 경사 변화가 많을 경우 사태물질의 확산속도와 에너지가 변화하기 때문에 일정한 경사를 따라 사태물질이 흘러내리는 것보다 더 큰 이동거리를 보이는 것으로 해석하였다. 사태물질의 이동거리는 사태물질의 체적과 입도에도 큰 영향을 받는 것으로 파악되었다. 특히 사태물질 체적은 지질특성에 확연히 구별되어 반려암 지역의 경우 화강암 지역에 비해 $4\~5$배 크다. 사태물질의 입도측면에서 중립질의 화강암 분포지역보다 대규모 핵석이 발달하고 풍화심도가 불규칙적인 반려암 지역에서 사태물질 규모 및 이동거리가 훨씬 크게 나타난다.

STS316 용사코팅층의 마모거동에 미치는 상대마모재의 영향 (Effects of Counterpart Materials on Wear Behavior of Thermally Sprayed STS316 Coatings)

  • 이재홍;김영식
    • 동력기계공학회지
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    • 제18권6호
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    • pp.58-63
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    • 2014
  • This paper deals with the effects of counterpart materials on the wear behavior of thermally sprayed STS316 coatings. STS316 powders were flame-sprayed onto a carbon steel substrate. Dry sliding wear tests were performed using the applied loads of 15 N. AISI52100, $Al_2O_3$, $ZrO_2$ and $Si_3N_4$ balls were used as counterpart materials. Wear behavior of STS316 coatings against different counterpart materials were studied using a scanning electron microscope(SEM) and energy dispersive X-ray spectroscopy (EDS). The results show that the wear behavior of thermally sprayed STS316 coatings strongly depends on the type of counterpart material. Dominant wear mechanism was similar for all studied materials as failure of adhesion film except for Si3N4 used as counterpart material. In the case of Si3N4 used as counterpart material, dominant wear mechanism was abrasion.

비보강 시멘트벽돌 건물의 내진성능 실험연구 (Experimental Study on Seismic Resistance of A Unreinforced Cement Brick Building)

  • 김장훈
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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    • pp.298-307
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    • 2000
  • The behavior of a unreinforced cement brick building structure subjected to earthquake loading was experimentally investigated. for this four full size wall specimens were tested under quasi-static in-plane cyclic loading. Experimental observations indicate that the failure modes of unreinforced masonry walls are principally governed by sliding or/and rocking depending on the aspect ration and magnitude of axial loading. Also found was the flexure or shear mode resulting from the degraded strength of brick and/or mortar due to the cyclic loading effect.

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SAM 코팅층의 미소마찰거동에 관한 연구 (Frictional Behavior of SAM Coated Silicon)

  • 차금환;김대은
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 2000년도 제31회 춘계학술대회
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    • pp.19-23
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    • 2000
  • Stiction is an undesirable phenomenon that can be encountered often in Micro-Electro Mechanical Systems (MEMS) applications, In order to minimize this effect, Self-Assembled Monolayers (SAM) are commonly used. In this work the frictional characteristics of SAM are investigated using both micro-tribotester and SPM. It was found that the performance of SAM is quite sensitive to coating condition. The experimental results show promise for SAM to be used in sliding applications of micro systems.

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A study on wear parameter of proceeding bearing

  • Tuan, Nguyen Anh;Hung, Pham Van;Ho, Phan Thach
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 2002년도 proceedings of the second asia international conference on tribology
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    • pp.107-110
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    • 2002
  • In this paper the result of investigation of wear of proceeding bearing is presented. Different parameters as sliding speed, load, materials capacity etc, have influence on the Tribological behavior of proceeding bearing. The wear of proceeding bearings of various issues is determined and analyzed.

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A 3-Dimensional Numerical Simulation of Impulse Turbine for Wave Energy Conversion

  • Lee, Hyeong-Gu;Lee, Yeon-Won
    • Journal of Advanced Marine Engineering and Technology
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    • 제27권4호
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    • pp.535-541
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    • 2003
  • This paper describes numerical analysis of the impulse turbine with fixed guide vanes, a high performance hi-directional air turbine having simple structure for wane energy conversion. A 3-dimensional incompressible viscous flow numerical analysis based on the full Reynolds-averaged Wavier-Stokes equations was made to investigate the internal flow behavior Numerical results ate compared with experimental data. As a result, a suitable choice for the one of design factors has been clarified.