• 제목/요약/키워드: iSLIP

검색결과 254건 처리시간 0.028초

MAXIMUM BRAKING FORCE CONTROL UTILIZING THE ESTIMATED BRAKING FORCE

  • Hong, D.;Hwang, I.;SunWoo, M.;Huh, K.
    • International Journal of Automotive Technology
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    • 제8권2호
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    • pp.211-217
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    • 2007
  • The wheel slip control systems are able to control the braking force more accurately and can be adapted to different vehicles more easily than conventional ABS (Anti-lock Brake System) systems. In realizing the wheel slip control systems, real-time information such as the tire braking force at each wheel is required. In addition, the optimal target slip values need to be determined depending on the braking objectives such as minimum braking distance and stability enhancement. In this paper, a robust wheel slip controller is developed based on the adaptive sliding mode control method and an optimal target slip assignment algorithm is proposed for maximizing the braking force. An adaptive law is formulated to estimate the braking force in real-time. The wheel slip controller is designed based on the Lyapunov stability theory considering the error bounds in estimating the braking force and the brake disk-pad friction coefficient. The target slip assignment algorithm searches for the optimal target slip value based on the estimated braking force. The performance of the proposed wheel slip control system is verified in HILS (Hardware-In-the-Loop Simulator) experiments and demonstrates the effectiveness of the wheel slip control in various road conditions.

Priority Service Algorithm of Packet Switch for Improvement in QoS

  • 정해영;이흥재;최진규;이규호
    • 전기전자학회논문지
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    • 제7권2호
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    • pp.181-187
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    • 2003
  • 초고속 패킷 스위칭 네트워크에서 QoS 보장을 위한 여러 가지 방안 중 우선순위에 의한 패킷처리 방식이 선호되고 있다. 초고속 패킷 스위치에서 우선순위에 따르는 효율적인 패킷 처리는 서비스 성능 향상의 관건이다. 따라서 초고속 네트워크 내의 핵심인 패킷 스위치에서의 효율적인 우선순위 서비스 알고리즘의 개발은 중요하다. 본 논문에서는 효율적인 패킷 스위치 성능 향상 방안으로 큐에 대기하는 패킷의 개수에 따라 서비스시간을 가변적으로 할당할 수 있는 W-iSLIP 스케줄링 알고리즘을 제안하고, 시뮬레이션하여 기존의 알고리즘과 비교 분석하였다. 우선순위에 따른 서비스와 전체 지연시간을 분석한 결과, 전체 지연시간에 있어서는 2.6%, 우선순위 서비스에 있어서는 34.6%의 성능향상이 있는 것으로 분석되었다.

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질소 도핑된 P/P- Epitaxial Silicon Wafer의 Slip 및 강도 평가 (Evaluation of Slip and Strength of Nitrogen doped P/P- Epitaxial Silicon Wafers)

  • 최은석;배소익
    • 한국재료학회지
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    • 제15권5호
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    • pp.313-317
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    • 2005
  • The relation between bulk microdefect (BMD) and mechanical strength of $P/P^-$ epitaxial silicon wafers (Epitaxial wafer) as a function of nitrogen concentrations was studied. After 2 step anneal$(800^{\circ}C/4hrs+1000^{\circ}C/16hrs)$, BMD was not observed in nitrogen undoped epitaxial silicon wafer while BMD existed and increased up to $3.83\times10^5\;ea/cm^2$ by addition of $1.04\times10^{14}\;atoms/cm^3$ nitrogen doping. The slip occurred for nitrogen undoped and low level nitrogen doped epitaxial wafers. However, there was no slip occurrence above $7.37\times10^{13}\;atoms/cm^3$ nitrogen doped epitaxial wafer. Mechanical strength was improved from 40 to 57 MPa as nitrogen concentrations were increased. Therefore, the nitrogen doping in silicon wafer plays an important role to improve BMD density, slip occurrence and mechanical strength of the epitaxial silicon wafers.

면적 효율적인 독창적 ATM 스케줄러의 설계 (A Design of an Area-efficient and Novel ATM Scheduler)

  • 손승일
    • 한국정보통신학회논문지
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    • 제10권4호
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    • pp.629-637
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    • 2006
  • 최근 입력 큐 방식의 ATM 스위치에 관한 연구는 가장 활발한 연구 분야 중의 하나이다. 입력 큐 방식의 스케줄러에 관한 연구에서도 많은 발전이 이루어져 왔으며, 상업적으로 응용되고 있다. 스케줄링 알고리즘은 쓰루풋을 향상시키고, QoS를 만족하면서, 공평하게 서비스를 제공하는 특성을 가져야 한다. 본 논문에서는 입력 큐 방식의 ATM 스위치 패브릭을 효과적이고, 빠르게 중재 할 수 있는 스케줄링 알고리즘의 구현에 관해 연구하였다. 제안한 스케줄러는 랜덤 트래픽에서 100%에 수렴하는 스케줄링 성능을 제공하고 있다. 제안한 알고리즘은 4회의 반복 매칭을 통해서 N 포트 VOQ 스위치의 중재를 완료할 수 있다. 또한 제안한 알고리즘은 가장 널리 사용되는 iSLIP 알고리즘과 비교하였을 경우 1/2의 면적만을 사용하고 구현이 용이한 장점을 가지고 있다. 4회의 반복 매칭을 수행할 경우에는 iSLIP 알고리즘보다 더 우수한 성능을 보여주었다. 제안한 스케줄링 알고리즘은 FPGA로 구현되었으며, 보드 레벨에서 검증되었다.

불완전매체공유 시스템을 위한 집중방식 채널할당기법 (Centralized Channel Allocation Schemes for Incomplete Medium Sharing Systems with General Channel Access Constraints)

  • 김대우;이병석;최진우
    • 한국통신학회논문지
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    • 제31권3B호
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    • pp.183-198
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    • 2006
  • 매체공유기반 통신 시스템은 매체접근제어 과정에서 단말기의 채별 점유 제약 조건에 따라 크게 완전매체공유 시스템과 불완전매체 공유 시스템으로 구분할 수 있다 본 논문은 불완전매체공유 시스템의 매체접근제어기법의 개발을 위해 채널할당기법을 다루었다. 최적 채널할당기법은 채널할당 문제를 다중항목흐름(multi-commodity flow) 최대화 문제로 간주하고 선형 프로그래밍 문제를 유도하여 전역 최적해를 구한다. 또한 연산 복잡도를 낮추기 위한 대안으로 준최적 채널할당기법을 제안한다. 이 방식은 2단 iSLIP 채널할당기법과 순차적(sequential) 채널할당기법으로 구분하여 제안한다. 모의실험 결과 순차적 채널할당기법이 2단 iSLIP 채널할당기법 비해 상대적으로 낮은 연산 복잡도와 우월한 성능을 나타냄을 확인할 수 있었다.

브레이크 게인 적응 휠 슬립 제어에 관한 연구 (A Study on Brake Gain Adaptive Wheel Slip Control)

  • 조준상;유승진;이교일
    • 유공압시스템학회논문집
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    • 제4권1호
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    • pp.13-17
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    • 2007
  • The brake gain adaptive wheel slip controller for a vehicle is designed in this paper. The brake gain from braking pressure to braking torque defined by friction coefficient, friction area and effective friction radius is estimated by the adaptive law based on the wheel slip dynamics. And the wheel slip controller is designed based on the estimated brake gain. The robustness of the designed controller is analyzed using Lyapunov function and the convergence of brake gain is verified. Proposed wheel slip controller is verified via CarSim simulation with two kinds of desired wheel slip ratio.

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Study on bond behavior of steel reinforced high strength concrete after high temperatures

  • Chen, Zongping;Zhou, Ji;Wang, Xinyue
    • Advances in concrete construction
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    • 제10권2호
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    • pp.113-125
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    • 2020
  • This paper presents experimental results on bond-slip behavior of steel reinforced high-strength concrete (SRHC) after exposure to elevated temperatures. Three parameters were considered in this test: (a) high temperatures (i.e., 20℃, 200℃, 400℃, 600℃, 800℃); (b) concrete strength (i.e., C60, C70, C80); (c) anchorage length (i.e., 250 mm, 400 mm). A total of 17 SRHC specimens subjected to high temperatures were designed for push out test. The load-slip curves at the loading end and free end were obtained, the influence of various variation parameters on the ultimate bond strength and residual bond strength was analyzed, in addition, the influence of elevated temperatures on the invalidation mechanism was researched in details. Test results show that the shapes of load-slip curves at loading ends and free ends are similar. The ultimate bond strength and residual bond strength of SRHC decrease first and then recover partly with the temperature increasing. The bond strength is proportional to the concrete strength, and the bond strength is proportional to the anchoring length when the temperature is low, while the opposite situation occurs when the temperature is high. What's more, the bond damage of specimens with lower temperature develops earlier and faster than the specimens with higher temperature. From these experimental findings, the bond-slip constitutive formula of SRHC subjected to elevated temperatures is proposed, which fills well with test data.

다양한 벽 경계조건을 이용한 정사각형 항구의 흐름구조 예측 (Flow Structure Prediction for a Square Harbour using Various Wall Boundary Conditions)

  • 강윤호
    • 한국해양공학회지
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    • 제13권4호통권35호
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    • pp.151-158
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    • 1999
  • A model harbour with Plan scale of $1.08{\times}1.08m$ is built on a tidal tank using a Froude relationship from a real harbour($432{\times}432m$). Velocity components are measured by a ultrasonic velocity meter and flow structure is then predicted using a 2-D depth integrated hydrodynamic model. In the finite difference model implemented in this study, various wall boundary conditions, i.e. no-slip, free-slip, partial-slip and semi-slip are used to represent turbulent diffusion terms, e.g. ${\partial}^2U_{ij}/{\partial}x^2\;or\;{\partial}^2U_{ij}/{\partial}y^2$. These conditions are focused to investigate their influence on the flow structure along the wall and basin of the harbour with aspect ratio of unity, i.e. Length/Breadth. Numerical experiments are compared with the measurements and used to analyse flow patterns in the basin during tidal cycles. It is shown from the results that no-slip closed boundary condition is the most appropriate method with respect to the location of the eddy centre, although the condition underestimates velocity components along the wall.

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Analysis of slope stability based on evaluation of force balance

  • Razdolsky, A.G.;Yankelevsky, D.Z.;Karinski, Y.S.
    • Structural Engineering and Mechanics
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    • 제20권3호
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    • pp.313-334
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    • 2005
  • The paper presents a new approach for the analysis of slope stability that is based on the numerical solution of a differential equation, which describes the thrust force distribution within the potential sliding mass. It is based on the evaluation of the thrust force value at the endpoint of the slip line. A coupled approximation of the slip and thrust lines is applied. The model is based on subdivision of the sliding mass into slices that are normal to the slip line and the equilibrium differential equation is obtained as the slice width approaches zero. Opposed to common iterative limit equilibrium procedures the present method is straightforward and gives an estimate of slope stability at the value of the safety factor prescribed in advance by standard requirements. Considering the location of the thrust line within the soil mass above the trial slip line eliminates the possible development of a tensile thrust force in the stable and critical states of the slope. The location of the upper boundary point of the thrust line is determined by the equilibrium of the upper triangular slice. The method can be applied to any smooth shape of a slip line, i.e., to a slip line without break points. An approximation of the slip and thrust lines by quadratic parabolas is used in the numerical examples for a series of slopes.