• Title/Summary/Keyword: Sliding behavior

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Effectiveness of classical rolling pendulum bearings

  • Raftoyiannis, Ioannis G.;Michaltsos, George T.
    • Coupled systems mechanics
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    • 제6권2호
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    • pp.127-139
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    • 2017
  • During the last decades, Pendulum Bearings with one or more concave sliding surfaces have been dominating bridge structures. For bridges with relative small lengths, the use of classical pendulum bearings could be a simple and cheaper solution. This work attempts to investigate the effectiveness of such a system, and especially its behavior for the case of a seismic excitation. The results obtained have shown that the classical pendulum bearings are very effective, mainly for bridges with short or intermediate length.

Variable structure control of chaotic systems

  • Choi, Changkyu;Lee, Ju-Jang;Sugisaka, Masanori
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1994년도 Proceedings of the Korea Automatic Control Conference, 9th (KACC) ; Taejeon, Korea; 17-20 Oct. 1994
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    • pp.505-510
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    • 1994
  • To prevent the stable states from the complex dynamics, the global behavior of the overall system must be considered. Thus, indirect adaptive scheme might result in needless responses. Discrete-time variable structure controllers for a well-known logistic map are designed for two deferent sliding hyperplanes. Impulse disturbances are fully rejected by tile virtue of discrete-time variable structure control(DVSC). A numerical example is given to illustrate the effectless of the DVSC.

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부정정 베어링-축계의 해석 및 볼베어링의 거동예측 (Analysis of Statically Indeterminate Bearing-Shaft System Prediction of the Behavior of Ball Bearing)

  • 김완두;한동철
    • Tribology and Lubricants
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    • 제10권1호
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    • pp.62-68
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    • 1994
  • The analysis of statically indeterminate bearing-shaft system was investigated. The moment loads and misalignment angles which were induced in the ball bearings were determined, and the influence of span length of this system on the moment loads and fatigue lives was identified. The sliding and spinning speeds between balls and raceways which affected the performance of ball bearing evaluated. The equation to estimate the cage speed of ball bearing under moment loads was proposed. This equation had been verified by the test results of measuring of cage speed, which was useful to the prediction of ball bearing under moment loads.

Wear performance of Plasma Transferred Arc deposited layers

  • Yoon, Byoung-Hyun;Kim, Hyung-Jun;Lee, Chang-Hee
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2001년도 춘계학술발표대회 개요집
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    • pp.245-247
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    • 2001
  • In this study, the effects of dilution on the wear behavior of PTAW (Plasma Transferred Arc Welding) Inconel 625, Inconel 718 and Stellite 6 overlays on Nimonic 80A were investigated. Inorder to evaluate the wear performance, two-body and three-body abrasive wear test, and dry sliding wear test were performed. According to wear tests, the wear rate of deposit with dilution 30% was higher than that of dilution 10% by 10%, and it was also found the plastic deformation near worn surface.

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Evaluation of dam strength by finite element analysis

  • Papaleontiou, Chryssis G.;Tassoulas, John L.
    • Earthquakes and Structures
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    • 제3권3_4호
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    • pp.457-471
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    • 2012
  • Current code procedures for stress and stability analysis of new and existing concrete-gravity dams are primarily based on conventional methods of analysis. Such methods can be applied in a straightforward manner but there has been evidence that they may be inaccurate or, possibly, not conservative. This paper presents finite element modeling and analysis procedures and makes recommendations for local failure criteria at the dam-rock interface aimed at predicting more accurately the behavior of dams under hydraulic and anchoring loads.

인공추간판 슬라이딩 코어의 곡률반경 변화가 종판의 접촉압력에 미치는 영향 (Effect of the Radius of Curvature on the Contact Pressure Applied to the Endplate of the Sliding Core in an Artificial Intervertebral Disc)

  • 김철웅
    • 대한기계학회논문집A
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    • 제36권1호
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    • pp.29-35
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    • 2012
  • 척추관 협착증은 감압술과 융합술 그리고 인공추간판 치환술 등이 있으며, 2000년대 중반부터는 인공추간판 치환술이 널리 시술되고 있다. 인공추간판의 연구는 추간판의 자유도 및 추체의 굴곡-신전, 측굴전, 축회전에 대한 해석이 핵심기술이지만, 시술 후 수년이 경과하여 발생하는 피로파손이 새롭게 큰 문제점으로 대두되고 있다. 따라서 인공추간판 연구는 슬라이딩 코어의 피로특성 및 내구성 향상에 집중되어야 한다. 본 연구에서는 세계적으로 가장 많이 사용되는 인공추간판 제품(SB Charit$\acute{e}$ III)을 기초로 유한요소모델을 제작하고, 슬라이딩 코어의 곡률반경과 마찰계수의 변화가 von-Mises 응력과 접촉압력에 미치는 영향을 평가하였다. 이와 같은 결과를 바탕으로 새로운 인공추간판 모델들 (Model-I, -II, -III)을 제안하고 일정수명 후 발생할 수 있는 슬라이딩 코어의 피로파손 거동에 대해 SB Charit$\acute{e}$ III의 결과와 비교 평가하였다.

사면에 설치된 쏘일네일링의 활동억지효과에 대한 실험적 연구 (An Experimental Study on the Stabilizing Effect of Nails Against Sliding)

  • 홍원표;송영석
    • 한국지반공학회논문집
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    • 제22권2호
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    • pp.5-17
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    • 2006
  • 쏘일네일링의 활동억지효과를 조사하기 위하여 일련의 모형실험을 수행하였다. 이를 위하여 쏘일네일링이 설치된 토사 사면에 대한 모형실험장치를 고안하였다. 그리고, 모형실험시 각종 계측시스템을 이용하여 사면활동에 따른 쏘일네일링의 변형거동을 조사하였다. 모형실험결과 네일의 면적비 및 삽입각도가 변화됨에 따라 네일의 최대휨응력 크기 및 발생위치가 변화됨을 알 수 있다. 네일의 면적비가 0.7$\%$인 경우 최대휨응력이 가장 크게 발생되므로, 사면활동에 대한 억지효과가 가장 크게 발휘됨을 알 수 있다. 그리고, 네일을 과다하게 설치하는 것은 오히려 네일의 저항효과를 저하시키는 것으로 나타났다. 한편, 네일의 삽입각도가 -10$^{circ}$인 경우 최대휨응력이 가장 크게 발생되므로, 사면활동에 대한 저항효과가 가장 크게 발휘됨을 알 수 있다. 한편, 모형실험에서 네일의 최대휨응력이 발생되는 위치를 토대로 사면활동면을 추정할 수 있으며, 네일의 면적비 및 삽입각도에 따라 사면활동면이 변화됨을 알 수 있다.

용사법에 의해 제조된 Al/SiC 복합재료의 마모거동 (2) - 작용하중의 영향 - (Wear Behavior of Al/SiC Composites Fabricated by Thermal Spray Process (2) - Effect of Applied Load on Wear Behavior -)

  • 이광진;김균택;김영식
    • Tribology and Lubricants
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    • 제29권5호
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    • pp.298-303
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    • 2013
  • In this work, the effect of applied load on the wear behavior of Al/SiC composites was studied. Al/SiC composites were fabricated following the thermal spray process. Dry sliding wear tests were performed on these composites under four different applied loads, i.e., 5, 10, 15, and 20 N. The wear behaviors of the composites under these applied loads were investigated using scanning electron microscopy (SEM) and energy dispersive X-ray spectroscopy (EDS). Under applied loads of up to 15 N, the wear rates of Al/SiC composites decreased with an increase in the applied load because of the formation of an adhesion layer on the worn surface. However in the case of an applied load of 20 N, the wear rate was significantly high because the formation and fracture of the adhesion layer were repeated continuously. These results show that the wear behaviors of the tested composites are significantly influenced owing to the applied loads.

Brass fillers in friction composite materials: Tribological and brake squeal characterization for suitable effect evaluation

  • Kchaou, Mohamed;Sellami, Amira;Abu Bakar, Abd. Rahim;Lazim, Ahmad Razimi Mat;Elleuch, Riadh;Kumar, Senthil
    • Steel and Composite Structures
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    • 제19권4호
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    • pp.939-952
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    • 2015
  • In this paper, brake pad performance of two organic matrix composites namely, Sample 1 (contains no brass filler) and Sample 2 (contains 1.5% brass filler), is studied based on tribological and squeal noise behavior. In the first stage, a pin-on-disc tribometer is used to evaluate the frictional behavior of the two pads. On the following stage, these pads are tested on squeal noise occurrence using a drag-type brake dynamometer. From the two type of tests, the results show that; (i) brass fillers play a dual role; firstly as reinforcing element of the brake pad providing primary contact sites, and secondly as solid lubricant by contributing to the formation of a layer of granular material providing velocity accommodation between the pad and the disc; (ii) brass fillers contribute to friction force stabilization and smooth sliding behavior; (iii) the presence of small weight quantity of brass filler strongly contributes to squeal occurrences; (iv) there is close correlation between pin-on-disc tribometer and brake dynamometer tests in terms of tribological aspect.

포트받침의 마찰요소 이탈을 고려한 전단거동 실험 평가 (Experimental Evaluation of Shear Behavior Considering Friction Element Detachment on Pot Bearing)

  • 윤혜진;조창백;김영진;강준원
    • 한국지진공학회논문집
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    • 제27권4호
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    • pp.181-186
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    • 2023
  • In this study, considering the expansion/contraction behavior of the upper structure at all times and the abnormal behavior of the receiving friction elements that allow horizontal movement during earthquakes, a port receiving test body simulating the protrusion of the friction elements was created and the modulus performance was evaluated. In order to confirm the influence of the friction element's projection, the friction element's degree of separation was divided into four stages, and the shear behavior of the test specimen and the friction coefficient were confirmed. As a result of the experiment, it was found that the friction load increases as the protrusion degree of the friction element increases. On the other hand, as the degree of protrusion of the coefficient of friction increases, the coefficient of friction also increases. It was confirmed that damage to the friction elements during use increases the coefficient of friction, hinders smooth expansion and contraction of the upper structure, and causes stress concentration at the fixed-end support.