• Title/Summary/Keyword: eccentric

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Monitoring of Eccentric Machining Error and Cutting Force Variation using Cylindrical Capacity Spindle Sensor on CNC Turning (CNC선삭시 주축변위센서를 이용한 편심 가공오차와 절삭력 변화특성의 검출)

  • Maeng Heeyoung;Kim Sungdong
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 2005.05a
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    • pp.300-306
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    • 2005
  • This paper presents the methodology for measuring eccentricity of the machined cylindrical part using CCS(cylindrical capacitance spindle sensor) signal in the CNC turning process. We use capacitance type sensor to take full advantage of averaging effect by using large capacitance area to encompass the whole side of a sensor. The intentionally proposed initial eccentricity is applied to the experimental testpieces, and their resultant relationships between CCS orbits and eccentricities are investigated. As a result, the possibility as a automatic detection apparatus for the CNC lathe is considered based on the linearities of CCS signal and magnitude of eccentricity of machined cylindrical surfaces.

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Full Contact Polishing Method of Aspherical Glass Lens Mold by Airbag Polishing Tool (에어백 공구에 의한 비구면 유리 렌즈 금형의 전면 접촉 연마)

  • Lee, Ho-Cheol;Kim, Jung-Uk
    • Transactions of the Korean Society of Machine Tool Engineers
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    • v.17 no.5
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    • pp.82-88
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    • 2008
  • Conventional aspherical lens polishing methods by the small tool polishing use aspherical profile and the trajectory of the polishing tool is also controlled. In this paper, new full contact polishing mechanism is suggested to polish aspherical glass lens mold by both airbag polishing tool and eccentric motion. Full contact concept by airbag polishing tool and no position control make the easy polishing setup and do not need aspherical design profile. An aspherical lens polishing machine was made for this study and a verification experiment was performed for surface roughness improvements.

Development of a Direct Drive Type Exciter and Performance Evaluation (직접구동형 가진기의 개발 및 성능평가)

  • Kim, O-Bok;Park, Jung-Mo;Kim, Seock-Hyun
    • Journal of Industrial Technology
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    • v.18
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    • pp.329-334
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    • 1998
  • The purpose of this study is to design and manufacture a vibration exciter, which can be used in the education and research for the vibration engineering. For this purpose, a direct drive type vibration exciter is developed, which consists of a motor, an inverter, eccentric rotating sleeves and two excitation plates. Developed exciter is tested on some dynamic characteristics to evaluate its excitation performance. Test results show that the developed machine can excite bodies on the horisontal vibrating plates in x,y direction by the constant displacement amplitude in the frequency range below 50Hz, which confirm that the exciter can be used as a vibration testing machine in the low frequency range.

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The Analysis of Prying Action for Equipment Anchor System. (기기 기초 시스템의 지렛대 효과 해석)

  • 김강식;유원진;김갑순;서용표
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2002.04a
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    • pp.83-90
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    • 2002
  • Prying action caused by the eccentric loads within the equipment itself and the anchors can result in a lack of adequate stiffness and strength within the equipment and in additional moment loadings on the anchors. A typical case of prying action often found in power plants is the angle type anchorage system with expansion bolt. Experimental and analytical studies were performed to investigate the relationship between the amplification factors and various geometrical and material factors. It is revealed that the value of the factor is effected by the stiffness of bolt and angle, lateral stiffness of cabinet, and geometrical parameter of anchor system.

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PERIOD VARIATION OF EROS ECLIPSING BINARY SYSTEMS IN THE LARGE MAGELLAN CLOUD

  • RITTIPRUK, P.;HONG, K.S.;KANG, Y.W.
    • Publications of The Korean Astronomical Society
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    • v.30 no.2
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    • pp.211-214
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    • 2015
  • We investigated the period variation for 79 eclipsing binary systems using 20 years (1990-2009) of EROS, Macho, and OGLE survey observations. We discovered 9 apsidal motions, 8 mass transfers, 5 period increasing and decreasing systems, 12 light-travel-time effects, 5 eccentric systems and 40 other systems showing no period variations. We select 3 representative eclipsing binary systems; EROS 1052 for apsidal motion, EROS 1056 for mass transfer, and EROS 1037 for the light-travel-time effect. We determine the period variation rate (dP/dt), orbital parameters of the 3rd body (e3, ${\omega}_3$, $f(m_3)$, $P_3$, $T_3$), apsidal motion parameters ($d{\omega}/dt$, U, Ps, Pa, e) and apsidal motion period by analyzing the light curves and O-C diagrams.

Buckling behavior of stainless steel square hollow columns under eccentric loadings

  • Jang, Ho-Ju;Seo, Seong-Yeon;Yang, Young-Sung
    • Structural Engineering and Mechanics
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    • v.23 no.5
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    • pp.563-577
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    • 2006
  • This study involves a series of experiments on the buckling strength of eccentrically compressed cold-formed stainless steel square hollow-section columns. The principal parameters in this study are slenderness ratios ($L_k/r$ = 30, 50, 70) and magnitude of eccentricity e (0, 25, 50, 75, 100 mm) on the symmetrical end-moment. The objectives of this paper are to obtain the buckling loads by conducting a series of experiments and to compare the behavior of the eccentrically compressed cold-formed stainless steel square hollow-section columns with the results of the analysis. The ultimate buckling strength of the square-section members were determined with the use of a numerical method in accordance with the bending moment-axial force (M-P) interaction curves. The behavior of each specimen was displayed in the form of a moment-radian (M-${\theta}$) relationship. The numerically obtained ultimate-buckling interaction curves of the beam columns coincided with the results of the experiments.

Behaviour and stability of prestressed steel plate girder for torsional buckling

  • Gupta, L.M.;Ronghe, G.N.;Naghate, M.K.
    • Steel and Composite Structures
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    • v.3 no.1
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    • pp.65-73
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    • 2003
  • A higher level of engineering standard in the field of construction, is the use of prestressing in building structures. The concept of prestressing steel structures has only recently been widely considered, despite a long and successful history of prestressing concrete members. Several analytical studies of prestressed steel girders were reported in literatures, but much of the work was not studied with reference to the optimal design and behaviour of the prestressed steel plate girder. A plate girder prestressed eccentrically, will behave as a beam-column, which is subjected to axial compression and bending moment which will cause the beam to buckle out. The study of buckling of the prestressed steel plate girder is necessary for stability criteria. This paper deals with the stability of prestressed steel plate girder using concept of "Vlasov's Circle of Stability" under eccentric prestressing force.

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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Lattice discrete particle modeling of compressive failure in hollow concrete blocks

  • Javidan, Fatemeh;Shahbeyk, Sharif;Safarnejad, Mohammad
    • Computers and Concrete
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    • v.13 no.4
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    • pp.437-456
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    • 2014
  • This work incorporates newly introduced Lattice Discrete Particle Model (LDPM) to assess the failure mechanism and strength of hollow concrete blocks. Alongside, a method for the graphical representation of cracked surfaces in the LDPM is outlined. A slightly modified calibration procedure is also suggested and used to estimate required model parameters for a tested concrete sample. Next, the model is verified for a compressively loaded hollow block made of the very same concrete. Finally, four geometries commonly used in the production of hollow concrete blocks are selected, numerically simulated, and their failure properties are explored under concentric and eccentric compressions.

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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