• Title/Summary/Keyword: Eccentric Load

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Compressive behavior of reinforced concrete columns confined by multi-spiral hoops

  • Chen, Y.;Feng, J.;Yin, S.
    • Computers and Concrete
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    • v.9 no.5
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    • pp.341-355
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    • 2012
  • Numerical studies are performed to predict the stress-strain behavior of rectangular RC columns confined by multi-spiral hoops under axial and eccentric compressions. Using the commercial finite element package ABAQUS, the Drucker-Prager criterion and the yield surface are adopted for damaged plasticity concrete. The proposed finite element models are compared with the published experimental data. Parametric studies on concrete grades, confinement arrangement, diameter and spacing of hoops and eccentricity of load are followed. Numerical results have shown good agreements with experimental values, and indicated a proper constitutive law and model for concrete. Cross-sectional areas and spacing of the hoops have significant effect on the bearing capacity. It can be concluded that rectangular RC columns confined by multi-spiral hoops show better performance than the conventional ones.

A Study on the Prevention of Cracks on the Trepan Area of Motor Bearing

  • Lee, Kyung-Won;Ban, Jae-Sam;Kang, Heyong-Seon;Cho, Kyu-Zong
    • Journal of Mechanical Science and Technology
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    • v.17 no.2
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    • pp.215-220
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    • 2003
  • Trepan prevents the wear of the inside part of a bearing when the initial shaft rotates. It continuously contacts with the eccentric part of the shaft in rotation and is loaded repeatedly. Therefore, even if an early crack of a trepan part is small, the crack may progress by the repeated load. If the crack progresses, very small chips come out. This Is put in the rotor and prevents the rotation of the compressor, There can be leaks in a microgroove and extreme wear can occur due to lack of oil on the surface contact part. Therefore, this study was carried out to compare and investigate the trepan strength and deflection characteristics between trepan locations and dimension changes using the finite element method and search a motor bearing for a model with bigger stiffness of a trepan part and the same deflection.

TREPAN SHAPE MODIFICATION OF MOTOR BEARING (모터 베어링의 트레판 형상 수정에 관한 연구)

  • 이경원;반재삼;강형선;조규종
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2002.10a
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    • pp.950-953
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    • 2002
  • Trepan prevents wear of an inside part of a bearing when the initial shaft rotates. It continuously contacts with the eccentric part of the shaft in rotation and is loaded repeatedly. Therefore, even if an early crack of a trepan part is small, a crack progresses by a repeated load. If a crack progresses, very small chips come out. This is pill in the rotor and prevents rotation of the compressor. There can be leaks in a microgroove and extreme wear can occur due to lack of oil on the surface contact pan. Therefore, this study was carried out to compare and investigate trepan strength and deflection characteristics between trepan locations and dimension changes using a finite element method and search a motor bearing for a model with bigger stiffness of a trepan part and the same deflection. And then. five different types of the oil groove model were chosen to prevent small crack and considered also machining ability and the analysis was carried out on oil feeding flow.

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Dynamic Behaviour of a Radial Compliant Crank Mechanism Used in Scroll Compressor (스크롤 압축기에 적용된 가변반경 크랭크 기구의 동적 거동에 관한 연구)

  • 김태종;한동철
    • Tribology and Lubricants
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    • v.12 no.2
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    • pp.8-19
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    • 1996
  • Scroll compressor using a slide bushing type radial compliant crank mechanism is modelled, and it's dynamic behaviour characteristics are analyzed. Sealing forces generated in the flank surfaces of the orbiting scroll depending on the distance, e, from slide bushing center to crank pin center are calculated. From the stable condition of orbiting scroll for the moment equilibrium in tangential direction, the range of e is determined as 0$r_o$. Transient response of a crankshaft supported by two journal bearings is investigated, considering applied load, moment, and unbalance force by eccentric mass. As a result, conical whirl mode with circular orbits are obtained. The characteristics of journal orbits and frictional losses are calculated with a variation of viscosity and bearing clearance.

Noise reduction of a high precision gearbox based on experimental study (실험적 방법을 통한 고정밀 감속기의 소음 저감)

  • Lee, Kyu-Ho;Kim, Woo-Hyung;Chung, Jin-Tai
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2006.05a
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    • pp.266-270
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    • 2006
  • Noise reduction the noise of a high precision multi-stage gearbox applied at the industrial robot is investigated by experiment such as the modal test and the signal analysis. The signal analysis performed with the waterfall plot representing the power spectrum as a function of the rotating speed. An eccentric load is installed at the gearbox in order to organize similar condition used in the industrial robot. Exciting sources are found out by the waterfall plot, and then the main factor to make the noise is distinguish. For the low-noise gearbox, the gear design parameter is modified and this gearbox is experimented in the same procedure. The results of the test show the noise level of gearbox reduced.

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An Evaluation of Blast Resistance Capacity of RC Columns under Eccentric Load (편심하중을 받는 철근콘크리트 기둥의 폭발 저항성 평가)

  • Kim, Han-Soo;Lee, Jae-Yong
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.148-151
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    • 2011
  • 현재 방폭설계 관련 설계지침은 기둥제거시나리오를 이용한 대체하중경로법을 주로 적용하고 있지만, 실제로 폭발이 발생하였을 때 기둥의 완전한 파괴가 일어나지 않을 경우 이 방식을 적용하는 것은 적합하지 않다. 따라서 본 논문에서는 비선형 동적 해석 프로그램인 AUTODYN을 이용해 편심하중을 받는 철근 콘크리트 기둥의 잔존 폭발 저항 성능을 평가하는 방식을 제안하였다. 해석결과를 비교해보면 TNT양과 축하중이 클수록 철근콘크리트 기둥의 잔존 폭발 저항 성능이 감소되었다. 이것은 폭발이 발생하기전의 기둥의 편심하중에 의한 응력상태에 따라 폭발 저항 성능이 달라짐을 알 수 있다.

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Design of Anchorage Zone in Prestressed Concrete Structure Using Nonlinear Strut and Tie Model (비선형 스트럿-타이 모델에 의한 PC 구조물의 정착부 설계)

  • 배한옥;변근주;송하원
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.04a
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    • pp.392-397
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    • 1997
  • In this paper, design and analysis of anchorage zone in prestressed concrete structure using nonlinear strut and tie model is presented. Nonlinear strut and tie model is an analysis and design model which constructs strut and tie model based on nonlinear analysis considering the nonlinear behavior of concrete. Based on the nonlinear strut and tie model, the analysis and design are performed for the anchorage zone having singular concentric tendons, singular eccentric tendons and multiple tendons, respectively. For verification of the model, comparisons are made with experimental results as well as results by linear strut and tie models. from the comparisons, it is shown that the design of the anchorage zone by the nonlinear model is still economical without loosing the degree of safety and the prediction of the ultimate load by the nonlinear model gives better accuracy than by the linear one.

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Evaluation of Strength Parameters of North-Cheju Basalt Rubble Using Large-Scale Triaxial Test (대형삼축압축시험을 이용한 북제주현무암 사석재의 강도정수 산정)

  • 정철민;김종수;채영수
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.03a
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    • pp.189-196
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    • 2002
  • According to the Korean Design Code for port and harbor facilaties, bearing capacity of rubble mound under eccentric and inclined load is calculated by the simplified Bishop method, and strength parameters are recommended to be c=0.2kg/$\textrm{cm}^2$ and ø=35$^{\circ}$for standard rubble if the compressive strength of parent rock is greater than 300kg/$\textrm{cm}^2$, quoting from research results by Jun-ichi Mizukami(1991), But this facts have never been certified in Korea because there was not large-scale triaxial test apparatus until 2000 in Korea. Firstly in Korea, the large-scale triaxial test (sample diameter, 30cm and height, 60cm) on the rubble originated from porous basalt rock in North-Cheju was accomplished. Then strength parameters for basalt rubble produced in North-Cheju are recommended to be c=0.3kg/$\textrm{cm}^2$ and ø=36$^{\circ}$if the compressive strength of parent rock is greater than 400kg/$\textrm{cm}^2$.

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A Study on Speed Error of Disk Type SPMSM with Eccentric Load (편심 부하를 가지는 Disk Type SPMSM에서 속도오차에 관한 연구)

  • Lee, K.W.;Kim, Y.S.;Lee, H.J.;Ryoo, S.R.;Kwon, Y.A.
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2002.05a
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    • pp.109-111
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    • 2002
  • 디스크 형의 회전자를 가지고 있는 영구자석 표면 부착형 동기 전동기에서 회전자가 중력 방향에 직각으로 서있고, 디스크 상에 부하가 존재하는 경우 디스크의 불균일한 질량 분포에 의해 편심이 발생한다. 편심 부하는 합성 무게 중심이 반중력 방향으로 향하면 전동기의 속도는 감소하고, 중력 방향이면 속도가 증가하는 정현적인 부하 토크로 작용하여 정현적 인 속도 오차를 발생시킨다. 이 속도 오차를 감소시키기 위해 q-축 전류와 측정된 속도를 입력으로 가지는 부하 토크 관측기를 설계하여 생성된 보상전류를 피드 포워드 방식으로 q-축 지령 전류에 보상하는 방식을 사용한다. 본 연구에서는 부하 토크 관측기를 사용하는 방식에서 발생하는 속도오차에 관하여 분석하였다.

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Development of a 6-DOF Active Vibration Isolation System Using Voice Coil Motor (VCM을 이용한 6자유도 능동형 제진시스템 개발)

  • Gil, Hyeong-Gyeun;Kim, Kwang-San
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.20 no.7
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    • pp.637-643
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    • 2010
  • The paper is about the development of 6-DOF active vibration isolation systems using VCM. Firstly, formulate the vertical 3-DOF mathematical model under eccentric load, and compare the model with the case in which the center of mass is located at the centroid. And then, complete the 6-DOF mathematical model by formulating the horizontal 3-DOF mathematical model. Find main parameters by comparing the result of the frequency response test with simulation result on the model. Finally, achieve the performance of vibration isolation by applying loop shaping approach & feedforward controller.