• 제목/요약/키워드: Sliding behavior

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Fuzzy-Sliding Mode Speed Control for Two Wheels Electric Vehicle Drive

  • Nasri, Abdelfatah;Hazzab, Abdeldjabar;Bousserhane, Ismail Khalil;Hadjeri, Samir;Sicard, Pierre
    • Journal of Electrical Engineering and Technology
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    • 제4권4호
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    • pp.499-509
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    • 2009
  • Electric vehicles (EV) are developing fast during this decade due to drastic issues on the protection of environment and the shortage of energy sources, so new technologies allow the development of electric vehicles (EV) by means of electric motors associated with static converters. The proposed propulsion system consists of two induction motors (IM) that ensure the drive of the two back driving wheels. The electronic differential system ensures the robust control of the vehicle behavior on the road. It also allows controlling, independently, every driving wheel to turn at different speeds in any curve. This paper presents the study of an hybrid Fuzzy-sliding mode control (SMC) strategy for the electric vehicle driving wheels, stability improvement, in which the fuzzy logic system replace the discontinuous control action of the classical SMC law. Our electric vehicle fuzzy-sliding mode control's simulated in Matlab SIMULINK environment, the results obtained present the efficiency of the proposed control with no overshoot, the rising time is perfected with good disturbances rejections comparing with the classical control law.

다물체 시스템이 이동하는 유연한 케이블의 동역학 해석에 관한 연구 (Dynamic Analysis of a Very Flexible Cable Carrying A Moving Multibody System)

  • 서종휘;정일호;한형석;박태원
    • 한국소음진동공학회논문집
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    • 제14권2호
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    • pp.150-156
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    • 2004
  • In this paper, the dynamic behavior of a very flexible cable due to moving multibody system along its length is presented. The very deformable motion of a cable is presented using absolute nodal coordinate formulation, which is based on the finite element procedures and the general continuum mechanics theory to represent the elastic forces. Formulation for the sliding joint between a very flexible beam and a rigid body is derived. In order to formulate the constraint equations of this joint, a non-generalized coordinate, which has no inertia or forces associated with this coordinate, is used. The modeling of this sliding joint is very important to many mechanical applications such as the ski lifts. cable cars, and pulley systems. A multibody system moves along an elastic cable using this sliding joint. A numerical example is shownusing the developed analysis program for flexible multibody systems that include a large deformable cable.

Improved Sliding Mode Controller for Shunt Active Power Filter

  • Sahara, Attia;Kessal, Abdelhalim;Rahmani, Lazhar;Gaubert, Jean-Paul
    • Journal of Electrical Engineering and Technology
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    • 제11권3호
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    • pp.662-669
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    • 2016
  • In this work, nonlinear control of a three-phase shunt active power filter (SAPF) has been studied and compared to classical control based on proportional integral regulator. The control strategy is based on the direct current method using sliding mode control (SMC), where the aim is to regulate the average voltage across the dc bus of the inverter. Details are given for the control algorithm; the controller is comprised of a current loop which utilizes a hysteresis controller to generate the gating signals for the switching devices, and a nonlinear controller based on SMC law which is different from classical laws based on error between reference and measured output voltage of the inverter. Sliding surface applied in this work contains the whole of state variables, in order to ensure full control of the system behavior in the presence of disturbances that affect the supply source, the load parameters or the reference value. The designed controller offers advantage that it can gives the improvement of dynamic and static performances in cases of large disturbances. A comparison of the effects of PI control and SMC on the APF response in steady stat, under line variations, load variations, and different component variations is performed.

촉감 감성 해석을 위한 미끄럼 마찰 시험과 신호 분석 (Analysis of Friction Signals Based on Sliding Tests with Finger for Tactile Sensibility)

  • 박진확;박세민;;이영제
    • Tribology and Lubricants
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    • 제29권3호
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    • pp.167-170
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    • 2013
  • The friction behavior of human skin is determined by the complex interplay of the material and surface properties of the skin, as well as the contacting material, and strongly depends on the contact parameters (e.g., pressure and sliding velocity) and the presence of substances such as water, sweat, or skin surface lipids at the interface. Including a study on the effect of a surface's physical roughness for skin sliding over the surface, various studies have been conducted to understand human tactile sensibility. However, to investigate products in relation to human tactile sensibility, more objective research is needed. This study performed sliding experiments between the skin and the surfaces of phone cases to understand how the texture, friction, and stick-slip characteristics are related. Eight phone case surfaces with different topologies and chemical (or mechanical) compatibilities with skin were prepared and tested multiple times.

에폭시 기지 나노복합재료의 마모 특성 (Wear Properties of Epoxy Matrix Nanocomposites)

  • 김재동;김형진;고성위;김영식
    • 동력기계공학회지
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    • 제14권6호
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    • pp.83-88
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    • 2010
  • The wear behavior of epoxy matrix composites filled with nano sized silica particles is discussed in this paper. Especially, the variation of the coefficient of friction and the wear resistance according to the change of apply load and sliding velocity were investigated for these materials. Wear tests of pin-on-disc mode were carried out and the wear test results exhibited as following ; The epoxy matrix composites showed lower coefficient of friction compared to the neat epoxy through the whole sliding distance. As increasing the sliding velocity the epoxy matrix composites indicated lower coefficient of friction, whereas the neat epoxy showed higher coefficient of friction as increasing the sliding velocity. The specific friction work of both materials were increased with apply load. In case of the epoxy matrix composites, the running in periods of friction were reduced as increase in apply load. The epoxy matrix composites were improved the wear resistance by adding the nano silica particles remarkably. It is expected that the load carrying capacity of the epoxy matrix composites will be improved by increase of Pv factor.

탄소와 질소 함량에 따른 탄질소 복합첨가강의 내마멸 특성 변화 (Wear-characteristics variation of Fe-C-N alloy with changing content of carbon and nitrogen)

  • 박준기;이슬기;김성준;김용석
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2009년도 춘계학술대회 논문집
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    • pp.385-388
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    • 2009
  • Dry-sliding-wear behavior of Fe-18Cr-l0Mn steel with various carbon and nitrogen contents was characterized, and the effect of carbon and nitrogen contents on the wear was investigated. Dry sliding wear tests of the steel were carried out at room temperature against an AISI 52100 bearing steel ball using a pin-on-disk wear tester. Applied wear loads were varied from 10 N to 100 N, and the sliding distance was fixed as 720 m. Worn surfaces and the wear debris of the steel were examined using an SEM to find out the wear mechanism. It was found that the Fe-18Cr-10Mn with both carbon and nitrogen exhibited superior wear resistance to the steel with only nitrogen. The wear resistance of the Fe-18Cr-10Mn-xC-yN alloy increased with the increase of the carbon content. The excellent wear resistance of the Fe-18Cr-10Mn-xC-yN alloy was explained by the increased strain-hardening capability with the interstitial atoms.

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비선형 내진 손상도 평가 및 보강상태함수를 이용한 기존교량의 내진 보강 전략 (Seismic Nonlinear Damage Assessment and Retrofit Strategies for Existing Bridges with Isolation System using Retrofit Slate Function)

  • 조효남;최현호;엄원석;신만규
    • 한국구조물진단유지관리공학회 논문집
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    • 제6권1호
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    • pp.179-191
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    • 2002
  • This paper presents a systematic approach to the seismic nonlinear analysis and retrofit strategies for existing bridges with isolation system using retrofit slate function newly proposed in this study. A seismic retrofit scheme using sliding base isolation system was presented to reduce the seismic hazard for bridge structures. In this study, two types of isolation systems such as lead bearings and sliding isolators were used. The behavior of sliding isolators was modeled by a triaxial interaction model. And three types of earthquakes such as El Centro, San Fernando, and the artificial were used as earthquake ground excitations. Seismic response analyses of the bridge before and after retrofit were effectively carried out by using a three-dimensional nonlinear seismic analysis program, IDARC-Bridge. Also, this paper proposes a retrofit state function for easily representing the efficiency of a retrofit scheme.

나노 다이아몬드 입자를 첨가한 엔진 오일의 알루미늄 6061 합금에 대한 마모 특성 (Wear Characteristics of Lubricant with Nano-diamond Particles on Al-6061 Aluminum Alloy)

  • 황성완
    • 한국기계가공학회지
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    • 제20권12호
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    • pp.16-23
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    • 2021
  • Pin-to-disc wear testing experiments were conducted to investigate the wear characteristics of commercial oil (5W-40) with nano-diamond particles. The upper specimen was a SUJ-2 high-carbon chromium steel ball with a diameter of 4 mm, and the lower specimen was made of the Al-6061 alloy. The applied load was 5 N, and the sliding speed was 0.25 m/s. The wear tests were conducted at a sliding distance of 500 m. The friction coefficients and wear rates of the Al-6061 specimens were tested using commercial oil with different nano-diamond concentrations ranging from 0 to 0.02 wt.%. The addition of nano-diamond particles to commercial oil reduced both the wear rate and coefficient of friction of the Al-6061 alloy. The use of nano-diamond particles as a solid additive in oil lubricants was found to improve the tribological behavior of the Al-6061 alloy. For the Al-6061 alloy, the optimal concentration was found to be 0.005 wt.% in view of the friction coefficient and wear rate. Further investigation is needed to determine the optimal concentration of nano-diamond particles for various loadings, sliding speeds, oil temperatures, and sliding distances.

개착과정에서 인장균열이 발생된 동해고속도로 건설현장 암반사면의 거동 해석 (An Analysis of the Behavior of Rock Slope with Excavation-Induced Tension Cracks Located in DongHae Highway Construction Site)

  • 조태진;이창영;고기성
    • 한국지반공학회논문집
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    • 제20권8호
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    • pp.15-27
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    • 2004
  • 개착과정에서 대규모 인장균열이 발생한 암반사면의 파괴거동 양상을 분석하였다. 사면지역 암반의 구조적 특성분석을 위하여 전기비저항 탐사를 수행하였으며, DOM 시추작업을 수행하여 불연속면의 방향성과 시추공 내의 출현위치를 측정하였다. 회수된 코어를 관찰하여 개착면 및 인근 자연사면의 파괴 거동이 진행되었을 것으로 추측되는 예상 활동면의 존재성을 확인하였으며, 협재된 팽윤성 점토광물의 조성을 XRD 회절분석을 통하여 조사하였다. 사면 안정성 분석은 사면지역에 표출되는 절리들의 trace 분포 및 방향성을 고려하여 수행하였으며, 사면파괴를 유발시킬 수 있는 절리들의 시추공 내에서의 위치 및 방향성에 의거하여 심도별 지반 거동특성을 분석하였다. 시추공 별 예상 파괴 활동면의 3차원 위치 좌표에 의거하여 구역별 거동 벡터를 산정하고 예상되는 전체적 인 사면거동 양상을 고찰하였다.

Comparison of seismic behavior of long period SDOF systems mounted on friction isolators under near-field earthquakes

  • Loghman, Vahid;Khoshnoudian, Faramarz
    • Smart Structures and Systems
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    • 제16권4호
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    • pp.701-723
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    • 2015
  • Friction isolators are one of the most important types of bearings used to mitigate damages of earthquakes. The adaptive behavior of these isolators allows them to achieve multiple levels of performances and predictable seismic behavior during different earthquake hazard levels. There are three main types of friction isolators. The first generation with one sliding surface is known as Friction Pendulum System (FPS) isolators. The double concave friction pendulum (DCFP) with two sliding surfaces is an advanced form of FPS, and the third one, with fully adaptive behavior, is named as triple concave friction pendulum (TCFP). The current study has been conducted to investigate and compare seismic responses of these three types of isolators. The structure is idealized as a two-dimensional single degree of freedom (SDOF) resting on isolators. The coupled differential equations of motion are derived and solved using state space formulation. Seismic responses of isolated structures using each one of these isolators are investigated under seven near fault earthquake motions. The peak values of bearing displacement and base shear are studied employing the variation of essential parameters such as superstructure period, effective isolation period and effective damping of isolator. The results demonstrate a more efficient seismic behavior of TCFP isolator comparing to the other types of isolators. This efficiency depends on the selected effective isolation period as well as effective isolation damping. The investigation shows that increasing the effective isolation period or decreasing the effective isolation damping improves the seismic behavior of TCFP compared to the other isolators. The maximum difference in seismic responses, the base shear and the bearing displacement, for the TCFP isolator are calculated 26.8 and 13.4 percent less than the DCFP and FPS in effective isolation damping equal to10%, respectively.