• 제목/요약/키워드: friction stability

검색결과 579건 처리시간 0.03초

관성에 따른 소결마찰재와 제동디스크간 마찰특성 연구 (Influence of Inertial Mass on Tribological Characteristics between Sintered Friction Material and Disk)

  • 이종성;강부병;이희성
    • Tribology and Lubricants
    • /
    • 제29권2호
    • /
    • pp.98-104
    • /
    • 2013
  • Cu-matrix-sintered brake pads and heat-resistant low-alloy steel are commonly applied to basic brake systems in high-energy moving machines. We analyzed how the tribological characteristics are influenced by the inertial mass. A high inertial mass decreased the friction coefficient by about 15% compared to a low inertial mass under all velocity conditions. The wear rates of the friction materials increased with the inertial mass. Thus, the inertial mass influences the friction coefficient and wear rate of the friction materials and disk but not the friction stability.

마찰력 보상 기법을 이용한 동적 시스템의 고 정밀 적응제어 (Adaptive High Precision Control of Dynamic System Using Friction Compensation Schemes)

  • 전병균;전기준
    • 대한전기학회논문지:시스템및제어부문D
    • /
    • 제49권10호
    • /
    • pp.555-562
    • /
    • 2000
  • We propose an adaptive nonlinear control algorithm for compensation of the stick-slip friction in a dynamic system. The friction force and mass of the system are estimated and compensated by adaptive control law. Especially, as the nonlinear control input in a small tracking error zone is enlarged by the nonlinear function, the steady state error is significantly reduced. The proposed algorithm is a direct adaptive control method based on the Laypunov stability theory, and its convergence is guaranteed under the bounded noise or torque disturbance. We verified the performance of the proposed algorithm by computer simulation on one-DOF mechanical system with friction.

  • PDF

자동차용 마찰재의 연마제(ZrSiO$_4$) 크기에 따른 마찰특성에 관한 연구 (Tribological Behavior of Automotive Brake Pads with Different Sizes of an Abrasive Material(ZrSiO$_4$))

  • 홍영석;고길주;장호
    • 한국윤활학회:학술대회논문집
    • /
    • 한국윤활학회 2000년도 제31회 춘계학술대회
    • /
    • pp.180-186
    • /
    • 2000
  • Friction materials with four different sizes of zircon - l${\mu}{\textrm}{m}$, 6${\mu}{\textrm}{m}$, 75${\mu}{\textrm}{m}$, 140${\mu}{\textrm}{m}$- were investigated to evaluate the size effects of abrasive particles used in the automotive brake pads on brake performance. Although the brake pads with the largest size of zircon showed a good frictional stability and low wear, rotors were severely abraded due to the aggressiveness of coarse Bircon. As the siBe of zircon decreased. friction force and the amplitude of friction coefficient increased. Considering the above results, abrasive materials were thought to destroy transfer film and the extent of the destruction depends on the size of zircon. The small size zircon was not effective in developing a transfer layer on the rotor surface while minimizing the damage on the counter surface.

  • PDF

마찰 보상을 갖는 컨테이너 크레인의 흔들림 억제 추종 제어 (Anti-Sway Tracking Control of Container Cranes with Friction Compensation)

  • 백운보;신진호
    • 한국생산제조학회지
    • /
    • 제21권6호
    • /
    • pp.878-884
    • /
    • 2012
  • In this paper, we consider the sway suppression control problem for container cranes with the frictions between the trolley and the rail. If the friction effects in the system can be modelled, there is an improved potential to design controllers that can cancel the effects. The proposed control improves the trolley positioning and sway suppressing against various frictions. The proposed synthesis combines a variable structure control and the adaptive control to cope with various frictions including the unknown constants. First, the variable structure control with the simple switching action is designed, which is based on a class of feedback lineariztion methods for the fast stabilization of the under-actuated sway dynamics of container. Second, the adaptive control with a parameter estimation is designed, which is based on Lyapunov stability methods for suppressing the oscillation of the trolley travelling, especially due to Coulomb friction in the vicinity of the target position. The asymptotic stability of the overall closed-loop system is assured irrespective of variations of rope length. Simulation are shown under initial sway, external wind disturbances, and various frictions.

자동차용 마찰재의 성능에 미치는 강화섬유의 역할 (The Roles of Reinforcing Fibers on the Performance of Automotive Brake Pads)

  • 임현우;윤호규;장호
    • 한국윤활학회:학술대회논문집
    • /
    • 한국윤활학회 2000년도 제31회 춘계학술대회
    • /
    • pp.173-179
    • /
    • 2000
  • The friction and wear characteristics of brake friction materials reinforced with aramid fiber, carbon fiber, glass fiber, and potassium titanate whiskers were investigated using a pad-on-disk type friction tester. In particular, the morphology of rubbing surfaces was carefully investigated to correlate the friction performance and properties of transfer films. The aramid fiber reinforced specimen showed severe oscillation of friction coefficient at low speed and low applied pressure. The carbon fiber reinforced specimen showing better friction stability exhibited uniform and stable transfer film than any other specimens. The glass fiber reinforced specimen showed unstable friction changes at high speed and high-applied pressure and the non-uniform transfer film was observed in both friction material and rotor surface. The potassium titanate whiskers reinforced specimen showed stable coherent transfer film. The wear test exhibited the potassium titanate whiskers reinforced specimen was lowest in wear amount and glass fiber reinforced specimen showed the severe wear.

  • PDF

축구화 스터드의 형태변화에 따른 회전마찰력 (Rotational Friction of Different Soccer Stud)

  • 이중숙;박상균
    • 한국운동역학회지
    • /
    • 제14권2호
    • /
    • pp.121-138
    • /
    • 2004
  • The design of soccer studs is important for providing friction on a variety of surfaces. We hypothesized that a certain type of soccer studs could improve performance due to high rotational friction. Thus, this study was conducted to determine the relationship between the frictional characteristics and different soccer stud design. Twelve recreational soccer players were recruited. Rotational friction data from the force plate was collected for all subjects during normal walking with 180 degree rotation. Walking speed was controlled at 1.2m/s (${\pm}\;0.1\;m/s$) with timing lights on infilled artificial turf. Three different types of soccer studs and one running shoe were tested. Repeated measures ANOVA was used to determine significance. Significant differences were found in rotational friction with four different shoes. Trx and World studs tended to have greater maximum rotational friction than the running shoe (Nova) and traditional soccer shoe(Copa Mondial). The results were as follow : world(25.95Nm) > trx(25.74Nm) > copa(22.50Nm) > nova(16.36Nm). The difference may be due to the number, location, size, and shape of studs. We concluded that stud design influences rotational friction between the shoe and surface during movement. Based on studs design and contact area, Trx with blade type studs are recommended since it showed high rotational friction for performance as well as enough contact area for stability. However, differences due to the mechanical properties of soccer studs are still being investigated.

철도차량용 제동 디스크의 트라이볼로지 특성 연구 (Tribological Characteristics of Brake Disc for Train)

  • 김상호;이희성
    • Tribology and Lubricants
    • /
    • 제23권1호
    • /
    • pp.19-28
    • /
    • 2007
  • Mechanical Brake system is inevitable equipment for stability of train and speed of the train. Especially brake disk and brake pads are core parts of mechanical brake system. It was investigated with tribological characteristics of brake discs for train by using lab-scale dynamometer. Gray cast iron disk was most attacked with sintered brake pad. Alloyed steel disk and NCM cast iron disk had suitable friction coefficient, high stability and low disk attack to the sintered brake pad. But at the view of economy, low alloyed cast iron will be most suitable choice.

암반사태와 블록성 암반내 터널의 안정성 해석을 위한 개별요소법의 적용성 (Application of a Distinct Element Method in the Analyses of Rock Avalanche and Tunnel Stability in Blocky Rock Masses)

  • 문현구
    • 터널과지하공간
    • /
    • 제2권2호
    • /
    • pp.212-223
    • /
    • 1992
  • The distinct element method(DEM) si well suited to the kinematic analysis of blocky rock masses. Two distinctive problems, a rock avalache and tunnel in jointed rock masses, are chosen to apply the DEM which is based on perfectly rigid behaviour of blocks. Investigated for both problems are the effects of the input parameters such as contact stiffnesses, friction coefficient and damping property. Using various types of models of the avalanche and tunne, an extensive parametric study is done to gain experiences in the method, and then to alleviate difficulties in determining parameter values suitable for a given problem. The coefficient of frictio has significant effects on all aspects of avalanche motion(travel distance, velocity and travel time), while the stiffnesses affect the rebounding and jumping motions after collision. The motion predicted by the models having single and mutiple blocks agrees well to the observations reported on the actual avalache. For the tunnel problem, the behaviour of the key block in an example tunnel is compared by testing values of the input parameters. The stability of the tunnel is dependent primarily on the friction coefficient, while the stiffness and damping properties influence the block velocity. The kinematic stability of a tunnel for underground unclear waste repository is analyzed using the joint geometry data(orientation, spacing and persistence) occurred in a tailrace tunnel. Allowing a small deviation to the mean orientation results in different modes of failure of the rock blocks around the tunnel. Of all parameters tested, the most important to the stability of the tunnel in blocky rock masses are the geometry of the blocks generated by mapping the joint and tunnel surfaces in 3-dimensions and also the friction coefficient of the joints particularly for the stability of the side walls.

  • PDF

뒷채움재의 내부마찰각 변화에 따른 철도교대의 안정성 및 공사비 비교 (Comparison of Construction Cost and External Stability of Railway Abutment wall with Friction Angle of Backfill Materials)

  • 유충현;최찬용;양상범;박용걸
    • 한국지반신소재학회논문집
    • /
    • 제15권3호
    • /
    • pp.67-76
    • /
    • 2016
  • 교대는 토압을 받는 구조체로 뒤채움의 재질 및 부설방법, 다짐정도, 배수시설 등에 따라 교대에 미치는 영향이 민감한 구조물이다. 하지만 보통 실무에서는 경험치인 내부마찰값을 $30{\sim}35^{\circ}$를 적용하고 있는 실정으로 뒤채움재의 물성치값을 현실에 맞도록 합리적인 값의 설정이 필요하다고 할 수 있다. 본 논문에서는 교대높이 12m로 가정하고 직접기초의 교대를 최소안전율을 기반하여 절 성토 표준단면을 선정하여 내부마찰각의 변화에 따른 외적안정성분석와 부재력 검토하여 공사비를 비교하였다. 그 결과 내부마찰각에 따라 교대단면 축소 등으로 인한 공사비용 절감효과는 약 2.2%~8.4% 감소하였다.

LE analysis on unsaturated slope stability with introduction of nonlinearity of soil strength

  • Deng, Dong-ping;Lu, Kuan;Li, Liang
    • Geomechanics and Engineering
    • /
    • 제19권2호
    • /
    • pp.179-191
    • /
    • 2019
  • Based on the effective stress principle, a new formula for shear strength of unsaturated soil is derived under the general nonlinear Mohr-Coulomb (M-C) strength criterion to improve the classical strength criterion of unsaturated soil. Meanwhile, the simple irrigation model under steady seepage is adopted to obtain the distribution of the matrix suction or the degree of saturation (DOS) above the groundwater table in the slope. Then, combined with the improved strength criterion of unsaturated soil and the simple irrigation model under steady seepage, the limit equilibrium (LE) solutions for the unsaturated slope stability are established according to the global LE conditions of the entire sliding body with assumption of the stresses on the slip surface. Compared to the classical strength criterion of unsaturated soil, not only the cohesion soil but also the internal friction angle is affected by the matric suction or the DOS in the improved strength criterion. Moreover, the internal friction angle related to the matric suction has the nonlinear characteristics, particularly for a small of the matric suction. Thereafter, the feasibility of the present method is verified by comparison and analysis on some slope examples. Furthermore, stability charts are also drawn to quickly analyze the unsaturated slope stability.