• 제목/요약/키워드: Slip conditions

검색결과 474건 처리시간 0.022초

미끄럼 방지용 금속 그레이팅의 구조적 안정성 평가 (Structural Stability Estimation of Non-slip Steel Grating)

  • 손인수
    • 한국산업융합학회 논문집
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    • 제24권4_2호
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    • pp.501-507
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    • 2021
  • In this study, In order to prevent the safety accidents caused by the sliding, to develop the non-slip grating, the stability judgment based on the span length of the grating and the gap of the bearing bar is performed. The structural analysis of Grating was carried out in accordance with the provisions set out in Grating's load-bearing test conditions. As the span length increases, the deflection increases and the stress and span length tend to be proportional to each other. It was shown that the larger the span, the linear increase in stress and exponential increase in deformation of grating. The maximum stress of grating was approximately 58.2 MPa, indicating a very stable safety rate of about 4.3 compared to the yield strength of the grating material. Based on these results, it will be able to be utilized as the basic data for determining the optimal dimensions of non-slip grading by performing optimal designs in the future.

모형궤도시험을 통한 야지궤도차량의 슬립침하 평가 (Assessment of Slip Sinkage of an Off-Road Tracked Vehicle from Model Track Experiments)

  • 백성하;신규범;정충기
    • 한국지반공학회논문집
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    • 제34권6호
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    • pp.49-59
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    • 2018
  • 차량의 엔진성능에 따라 구동성능이 결정되는 도로주행차량과 달리, 포장되지 않은 지반 위를 주행하는 야지궤도차량의 구동성능은 지반-궤도 접지면에서 발생하는 지반의 전단 및 침하현상에 의해 제한된다. 특히 차량의 중량에 의해 발생하는 정적침하 및 슬립에 의해 유발되는 슬립침하는 지반-궤도 접지면에서 지반저항력을 발현시켜 야지궤도 차량의 구동을 직접적으로 방해하는 요소로 작용한다. 따라서 야지궤도차량의 구동성능을 확보하기 위해서는 정적침하 및 슬립침하를 평가하고 제한할 필요가 있다. 본 연구에서는 야지궤도차량의 중량 및 구동지반의 특성이 슬립침하에 미치는 영향을 종합적으로 평가하기 위하여, 다양한 연직하중 및 지반조건에서 모형궤도시험을 수행하였다. 모형 시험 결과, 모든 시험조건에 대해 슬립율이 증가할수록 슬립침하가 증가했지만, 그 증가량은 점차 감소하는 것으로 나타났다. 또한 궤도시스템에 재하 된 상부 연직하중이 크고 모형지반의 상대밀도가 작을수록 슬립침하가 커지며 이에 따라 지반저항력도 증가하는 것으로 평가되었다. 추가적으로, 평가된 슬립침하를 각 시험조건 별로 산정된 정적침하로 정규화 시킨 뒤 이를 슬립율에 관한 함수로 나타내어 야지궤도차량의 침하량 및 지반저항력 산정 시 활용 가능하도록 하였다.

이산화탄소 격리저장시스템의 역학적 안정성 평가를 위한 주입온도 및 주입량 시나리오 해석 (Scenario Analysis of Injection Temperature and Injection Rate for Assessing the Geomechanical Stability of CCS (Carbon Capture and Sequestration) System)

  • 김아람;김형목
    • 터널과지하공간
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    • 제26권1호
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    • pp.12-23
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    • 2016
  • 향후 국내에서 수행될 이산화탄소 지중저장 프로젝트의 성공적인 수행을 위해서는 현장 지질조건에 최적화된 주입 조건을 설계하는 것이 중요하다. 따라서 본 연구에서는 주입량 및 주입온도 등의 주입조건이 격리저장시스템의 역학적 안정성에 미치는 영향을 열-수리-역학 연계해석기법의 하나인 TOUGH-FLAC 해석기법을 이용하여 평가하였다. 저장시스템의 역학적 안정성은 기존 균열의 전단미끄러짐 발생가능성을 활동마찰각 및 응력원을 이용하여 분석하였다. 이산화탄소의 주입온도가 저류층의 초기온도보다 낮은 저온주입의 조건에도 열응력으로 인한 인장균열은 발생하지 않는 것으로 파악되었으나, 저류층에서 전단미끄러짐이 발생하는 결과를 보였다. 단위시간당 이산화탄소 주입량을 변화시킨 시나리오 해석에서는 단계별로 주입량을 감소시키는 주입시나리오에서 기존 균열들의 전단미끄러짐 발생 가능성이 가장 낮은 것으로 평가되었다.

토목섬유의 동적 경계면 마찰특성 평가 (Estimation of Dynamic Interface Friction Properties of Geosynthetics)

  • 김동진;서민우;박준범;박인준
    • 한국지반공학회논문집
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    • 제19권4호
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    • pp.265-275
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    • 2003
  • 본 연구에서는 매립지에서 사용되고 있는 토목섬유 (지오멤브레인, 지오텍스타일, 토목섬유 점토 차수재) 사이의 동적 접촉 마찰 특성을 평가하기 위해서 진동대 실험을 실시하였다. 동적 하중하에서 진동대와 하부에 토목섬유가 부착된 상자의 가속도, 이들 사이의 상대적 변위를 측정하였으며, 연직응력, 진동 주파수, 건조/수침 상태가 접촉면의 동적 거동 특성에 미치는 영향도 알아보았다. 실험 결과를 통해 동적하중이 감쇠없이 토목섬유 사이를 통과하는 한계 가속도가 존재함을 확인하였으며, 이를 이용하여 토목섬유 사이의 동적 접촉 마찰각을 산정할 수 있었다. 접촉면에서의 상대 변위는 접촉면의 형태와 건조/수침 상태에 따라 다르게 측정되었다. 각 토목섬유 접촉면에 대한 최대 상대변위는 무차원으로 정규화시켜, 가속도와 최대 미끄러짐 사이의 관계식을 구하였다. 이 식을 이용하면 주어진 가속도와 주파수에서, 토목섬유 사이를 따라 발생되는 최대 미끄러짐의 크기를 예측할 수 있다.

SUV 차량의 전륜 및 후륜 조향 장치를 이용한 통합운동제어시스템 설계 (Development of Integrated Dynamics Control System of SUV Vehicle with Front and Rear Steering System)

  • 송정훈
    • 한국기계가공학회지
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    • 제17권6호
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    • pp.31-37
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    • 2018
  • In order to improve stability and controllability of SUV vehicle, Integrated Dynamics Control system with Steering system (IDCS) was developed. Eight degree of freedom vehicle model and front and rear steering system model were used to design IDCS system. It also employs Fuzzy logic control method to design integrate control system. The performance of IDCS was evaluated with two road conditions and several driving conditions. The result shows that SUV vehicle with IDCS tracked the reference yaw rate under all tested conditions. IDCS reduced the body slip angle also. It represents IDCS improves vehicle stability and steerability.

점착력 계수 추정을 이용한 이동 로봇의 퍼지 재점착 제어기 설계 (Design of a Re-adhesion Controller using Fuzzy Logic with Estimated Adhesion Force Coefficient for Wheeled Robot)

  • 권선구;허욱열;김진환
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 학술대회 논문집 정보 및 제어부문
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    • pp.620-622
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    • 2004
  • Mobility of an indoor wheeled robot is affected by adhesion force that is related to various floor conditions. When the adhesion force between driving wheels and the floor decreases suddenly, the robot has a slip state. In order to overcome this slip problem, optimal slip velocity must be decided for stable movement of wheeled robot. First of all, this paper shows that conventional PI control can not be applied to a wheeled robot of the light weigh. Secondly, reposed fuzzy logic applied by the Takagi-Sugeno model for the configuration of fuzzy sets. For the design of Takaki-Sugeno model and fuzzy rule, proposed algorithm uses FCM(Fuzzy c-mean clustering method) algorithm. In additionally, this algorithm controls recovered driving torque for the restrain the re-slip. The proposed fuzzy logic controller(FLC) is pretty useful with prevention of the slip phenomena through that compare fuzzy with PI control for the controller performance in the re-adhesion control strategy. These procedures are implemented using a Pioneer 2-DXE wheeled robot parameter.

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Slip Movement Simulations of Major Faults Under Very Low Strength

  • Park, Moo-Choon;Han, Uk
    • 자원환경지질
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    • 제33권1호
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    • pp.61-75
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    • 2000
  • Through modeling fault network using thin plate finite element technique in the San Andreas Fault system with slip rate over 1mm/year, as well as elevation, heat flow, earthquakes, geodetic data and crustal thickness, we compare the results with velocity boundary conditions of plate based on the NUVEL-1 plate model and the approximation of deformation in the Great Basin region. The frictional and dislocation creep constants of the crust are calculated to reproduce the observed variations in the maximum depth of seismicity which corresponds to the temperature ranging from $350^{\circ}C$ to $410^{\circ}C$. The rheologic constants are defined by the coefficient of friction on faults, and the apparent activation energy for creep in the lower crust. Two parameters above represent systematic variations in three experiments. The pattern of model indicates that the friction coefficient of major faults is 0.17~0.25. we test whether the weakness of faults is uniform or proportional to net slip. The geologic data show a good agreement when fault weakness is a trend of an additional 30% slip dependent weakening of the San Andreas. The results of study suggest that all weakening is slip dependent. The best models can be explained by the available data with RMS mismatch of as little as 3mm/year, so their predictions can be closely related with seismic hazard estimation, at least along faults where no data are available.

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차량 출발 시 클러치에서의 고착-미끄럼 진동현상에 관한 실험적 (An Experimental Study on the Stick-Slip Vibration of the Clutch during Starting of a Vehicle)

  • 김상수;장한기;조연;박영원;채장범
    • 소음진동
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    • 제11권3호
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    • pp.461-470
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    • 2001
  • A friction-type clutch system sometimes generates spick-slip vibration during engagement, which disturbs smooth start of a car and makes a passenger uncomfortable. In this study, the spick-slip vibration in four types of friction couples was investigated at two different engagement conditions respectively of which the amount of slip time and clutch travel was varied. Results are found as follows. First, the vibration increased at the condition of small engine torque and large torque fluctuations due to higher harmonics of engine speed. Second, the friction couple without a pre-damper has advantages of reducing the vibration. This study also suggested an evaluation method of vehicle vibration in the view point of human perception by using the frequency weighting of ISO2631-1.

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Open-slip coupled model for simulating three-dimensional bond behavior of reinforcing bars in concrete

  • Shang, Feng;An, Xuhui;Kawai, Seji;Mishima, Tetsuya
    • Computers and Concrete
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    • 제7권5호
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    • pp.403-419
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    • 2010
  • The bond mechanism for reinforcing bars in concrete is equivalent to the normal contact and friction between the inclined ribs and the surrounding concrete. Based on the contact density model for the computation of shear transfer across cracks, an open-slip coupled model was developed for simulating three-dimensional bond behavior for reinforcing bars in concrete. A parameter study was performed and verified by simulating pull-out experiments of extremely different boundary conditions: short bar embedment with a huge concrete cover, extremely long bar embedment with a huge concrete cover, embedded aluminum bar and short bar embedded length with an insufficient concrete cover. The bar strain effect and splitting of the concrete cover on a local bond can be explained by finite element (FE) analysis. The analysis shows that the strain effect results from a large local slip and the splitting effect of a large opening of the interface. Finally, the sensitivity of rebar geometry was also checked by FE analysis and implies that the open-slip coupled model can be extended to the case of plain bar.

Safety assessment of caisson transport on a floating dock by frequency- and time-domain calculations

  • Kang, H.Y.;Kim, M.H.
    • Ocean Systems Engineering
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    • 제4권2호
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    • pp.99-115
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    • 2014
  • When caissons are mounted on a floating transportation barge and towed by a tug boat in waves, motion of the floating dock creates inertia and gravity-induced slip forces on the caisson. If its magnitude exceeds the corresponding friction force between the two surfaces, a slip may occur, which can lead to an unwanted accident. In oblique waves, both pitch and roll motions occur simultaneously and their coupling effects for slip and friction forces become more complicated. With the presence of strong winds, the slip force can appreciably be increased to make the situation worse. In this regard, the safety of the transportation process of a caisson mounted on a floating dock for various wind-wave conditions is investigated. The analysis is done by both frequency-domain approach and time-domain approach, and their differences as well as pros and cons are discussed. It is seen that the time-domain approach is more direct and accurate and can include nonlinear contributions as well as viscous effects, which are typically neglected in the linear frequency-domain approach.