• Title/Summary/Keyword: full slip

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A Nonlinear Analysis on the Unit Model of Steel-Concrete Hybrid Deck for Bridges (교량용 강ㆍ콘크리트 합성 바닥판의 단위모델에 대한 비선형 해석)

  • 정광회;정연주;구현본;김정호;김병석
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2003.04a
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    • pp.85-91
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    • 2003
  • This paper presents a 3D nonlinear analysis with slip in steel-concrete hybrid deck. In this study, it was founded that the limit slip modulus could classify the states of steel-concrete hybrid deck into three parts as full-composite, partial-composite, and non-composite, considering the longitudinal behavior and end-slip as well as the yield load and ultimate load of it. Also, it proved that the stress of lower steel plate at the support was increased, because of frictional forces by reaction forces in the steel-concrete hybrid deck. The end-slip did not occur near the full-composite state, but it was largely increased as the slip modulus decreased. On the basis of the EC 4, the state of steel-concrete hybrid deck classified into brittle behavior and ductile one using the end-slip of it

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Finite Element Analyses of Seismically Vulnerable Reinforced Concrete Building Frame Retrofitted Using FRP Column Jacketing System (FRP 기둥 재킷 시스템이 보강된 지진 취약 철근콘크리트 건축물의 유한요소해석)

  • Shin, Jiuk;Lee, Sang-Youl;Ji, Dong-Hyun
    • Journal of Korean Association for Spatial Structures
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    • v.21 no.2
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    • pp.57-66
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    • 2021
  • This study develops finite element models for seismically-deficient reinforced concrete building frame retrofitted using fiber-reinforced polymer jacketing system and validates the finite element models with full-scale dynamic test for as-built and retrofitted conditions. The bond-slip effects measured from a past experimental study were modeled using one-dimensional slide line model, and the bond-slip models were implemented to the finite element models. The finite element model can predict story displacement and inter-story drift ratio with slight simulation variation compared to the measured responses from the full-scale dynamic tests.

Sliding Mode Control for a High-Load Wheeled Mobile Robot (중하중을 받는 이동로붓의 슬라이딩모드 제어)

  • 홍대희;정재훈
    • Journal of the Korean Society for Precision Engineering
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    • v.17 no.5
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    • pp.145-153
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    • 2000
  • This paper discusses the dynamic modeling and robust control development for a differentially steered mobile robot subject to wheel slip according to high load. Consideration of wheel slip is crucial for high load applications such as construction automation tasks because wheel slip acts as a severe disturbance to the system. It is shown that the uncertainty terms due to the wheel slip satisfy the matching condition for the sliding mode control design. From the full dynamic model of the mobile robot, a reduced ideal model is extracted to facilitate the control design. The sliding mode control method ensures the dynamic tracking performance for such a mobile robot. Numerical simulation shows the promise of the developed algorithm.

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The Structural Characteristics of Non-slip Device in Connecting Method Between Steel Pipe Pile and Footing (미끌림 방지턱을 이용한 강관말뚝 머리 결합부의 구조특성에 관한 실험적 연구)

  • 박영호;김낙영
    • Journal of the Korean Geotechnical Society
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    • v.19 no.6
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    • pp.227-243
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    • 2003
  • To find the structural characteristics of non-slip device in connecting method B between steel pipe pile and concrete footing, compression and uplift test was performed for full sized specimens not having non-slip device, those having non-slip device with two curved steel plate bars welded inside the steel pipe pile(standard method), and those having non-slip device with serveral curved steel plate bars bolted inside the steel pipe pile(new method). As a result, specimens not having non-slip device had chemical debonding failure at 15.6tonf of peak uplift load and 27.57tonf of peak compression load. And the standard method and the new method showed about 8.9 times of peak uplift load and 6.2 times of peak compression load higher than specimens not having non-slip device. The load transfers of lower non-slip devices of the standard method and the new method were similar in behavior, while the higher non-slip device of the new method showed higher ratio of load transfer than that of the standard method. And these two methods had nearly the same composite action and structural capacity caused by non-slip devices.

Effect of Slip-Controlled Torque Converter Damper Clutch in 5-Speed Automatic Transmission on Slip Rate and Fuel Economy (5속 A/T용 자동변속기 토크컨버터 댐퍼클러치 슬립제어가 슬림율과 연비에 미치는 영향)

  • Lee, Gee-Soo;Kim, Deok-Jung;Kim, Hyun-Chul;Na, Byung-Chul;Heo, Hyung-Seok;Lee, Ho-Gil;Jang, Jae-Duk
    • Transactions of the Korean Society of Automotive Engineers
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    • v.17 no.3
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    • pp.74-80
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    • 2009
  • The objective of this paper was to investigate the slip rate and the slip frequency number of damper clutch of torque converter in 2.4L passenger vehicle with 5-speed A/T and analyze the effect of slip control and control strategy on driving characteristics and the fuel economy. The newly developed torque converter with the more durable wet friction material and the slip-controlled damper clutch system, the DCC system, was installed, which was easily compatible and amendable of the lock-up clutch of the base system. The vehicle has been tested on the fuel economy modes such as FTP-75, HWFET and NEDC (ECE15+EUDC) driving cycle at chassis dynamometer. The DCC mode (II), of which the control strategy had both the lock-up and the slip-controlled clutch, and the DCC mode (I) with full slip-controlled clutch were compared with the base system with only the lock-up clutch. As the research result, comparison to base system, the fuel consumption of the vehicle with the DCC control (II) was effectively improved by 6.6% and 7.7% on FTP-75 and NEDC mode.

Design of Non-linear Observer to Estimate Yaw Rate and Sidel Slip Angle (Yaw Rate 및 Side Slip Angle 추정을 위한 비선형 관측기 설계)

  • Song, Jeong-Hoon
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.11 no.5
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    • pp.48-53
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    • 2012
  • A non-linear vehicle model and an observer are designed to observe the yaw rate and the body side slip angle when a vehicle is turning maneuver in this study. The developed vehicle model is a full car model and has fourteen degree of freedom. A Luenberg observer is applied to develop the observer. The vehicle model is validated with a reference result and shows good accordance. The observer is tested on dry asphalt, wet asphalt and snow paved road. The results prove the performance of observer is robust and reliable.

An analytical analysis of the pullout behaviour of reinforcements of MSE structures

  • Ren, Feifan;Wang, Guan;Ye, Bin
    • Geomechanics and Engineering
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    • v.14 no.3
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    • pp.233-240
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    • 2018
  • Pullout tests are usually employed to determine the ultimate bearing capacity of reinforced soil, and the load-displacement curve can be obtained easily. This paper presents an analytical solution for predicting the full-range mechanical behavior of a buried planar reinforcement subjected to pullout based on a bi-linear bond-slip model. The full-range behavior consists of three consecutive stages: elastic stage, elastic-plastic stage and debonding stage. For each stage, closed-form solutions for the load-displacement relationship, the interfacial slip distribution, the interfacial shear stress distribution and the axial stress distribution along the planar reinforcement were derived. The ultimate load and the effective bond length were also obtained. Then the analytical model was calibrated and validated against three pullout experimental tests. The predicted load-displacement curves as well as the internal displacement distribution are in closed agreement with test results. Moreover, a parametric study on the effect of anchorage length, reinforcement axial stiffness, interfacial shear stiffness and interfacial shear strength is also presented, providing insights into the pullout behaviour of planar reinforcements of MSE structures.

The Optimal Efficiency Drive of an Induction Motor by Slip Feedback (슬립적환에 의한 유도전동기의 최적효과 차전에 관한 연구)

  • 박민호;설승기;김흥근;정승기
    • The Transactions of the Korean Institute of Electrical Engineers
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    • v.32 no.3
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    • pp.90-98
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    • 1983
  • The method to improve the efficiency of a slightly loaded induction motor is suggested. It is based upon the optimal efficiency slip tracking by adjusting the voltage to frequency ratio(V/f). It is adopted the converter-inverter fed induction motor drive system. All the control loops are implemented bh the Z-80 microprocessor. By this method, 10% or more improvement is achieved at a few fraction of the full load.

Effect of Step Pressure on Shape Forming of Alumina by Pressure-Vacuum Hybrid Slip Casting (가압-진공 하이브리드 주입 성형에 의한 알루미나의 성형에 미치는 다단 가압의 영향)

  • Cho, Kyeong-Sik;Lee, Hyun-Kwuon;Woo, Byeong-Joon
    • Journal of the Korean Ceramic Society
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    • v.50 no.2
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    • pp.142-148
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    • 2013
  • Conventional cold isostatic pressing, slip casting, and filter pressing are not completely suitable for fabricating large plates because of disadvantages such as the high cost of equipment and formation of density gradient. These problems could be avoided by employing pressure-vacuum hybrid slip casting (PVHSC). In the PVHSC, the consolidation occurs not only by the compression of the slip in casting room, but also by vacuum sucking of the dispersion medium around the mold. We prepared the alumina bodies by the PVHSC in a static- or stepwise-pressure manner for loading up to 0.5 MPa using an aqueous slip. The green bodies were dried at $30^{\circ}C$ with 40 ~ 80% relative humidity. Under static pressure, casting induced a density gradient in the formed body, resulting in cracking and distortion after the firing. However, the stepwise pressure loading resulted in green bodies with homogeneous density, and the minimization of the appearance of those defects in final products. Desirable drying results were obtained from the cast bodies dried with 80% RH environment humidity. When sintered at $1650^{\circ}C$ for 4 h, the alumina plate made by stepwise-pressure casting reached full density (> 99.7% relative density).