• Title/Summary/Keyword: 강성변화운동

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Mode Characteristics of Spur Gears and Ball-Bearing Stiffness (볼 베어링의 강성과 스퍼기어 계의 모드 특성)

  • Park, Chan IL
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.40 no.5
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    • pp.489-495
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    • 2016
  • This study focuses on a detailed ball-bearing model for spur gears. The nonlinear ball-bearing stiffness with radial clearance is derived and calculated. The bearing stiffness is used to the 3-degree-of-freedom (DOF) spur gear system model. The mode characteristics of the gear system model are analyzed and verified by performing finite-element analysis (FEA). From the results, the bearing stiffness on the radial clearance was more sensitive under low-load conditions compared to high-load conditions. The bearing stiffness significantly affected the gear dynamics in the low-frequency region, while the mesh stiffness affected the high natural frequency.

Temperature-Dependent Stress Analysis of Rotating Functionally Graded Material Gas Turbine Blade Considering Operating Temperature and Ceramic Particle Size (운전온도와 세라믹 입자크기를 고려한 회전하는 경사기능성 가스터빈 블레이드의 응력해석)

  • Lee, Ki Bok;Yoo, Hong Hee
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.38 no.2
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    • pp.193-203
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    • 2014
  • Temperature-dependent stress analysis and heat transfer analysis of a rotating gas turbine blade made of functionally graded materials (FGMs) are presented considering turbine operating temperature and ceramic particle size. The material properties of functionally graded materials are assumed to vary continuously and smoothly across the thickness of the thin-walled blade. For obtaining system stiffness reflecting these characteristics, the one-dimensional heat transfer equation is applied along the thickness of the thin-walled blade for determining the temperature distribution. Using the results of the temperature analysis, the equations of motion of a rotating blade are derived with hybrid deformation variable modeling method along with the Rayleigh-Ritz assumed mode methods. The validity of the derived rotating blade model is evaluated by comparing its transient responses and temperature distribution with the results obtained using a commercial finite element code. The maximum tensile stress with operating speed and gradient index are obtained. Furthermore, the gradient index that minimizes blade temperature was investigated.

방진용 Ferrite-Resin 복합재료의 개발

  • 박영일;맹희영;김종호;원시태
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2001.10a
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    • pp.269-275
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    • 2001
  • 정밀가공기계 및 소음발생원의 방진재료로서 사용될 수 있는 재료는 우선 내부 및 외부진동의 흡수성과 감쇠성이 뛰어나야 하고, 시간 및 온도변화에 따라 형상 및 치수 정밀도가 안정되어야 하며, 불규칙한 외력과 운동전달기구의 변동 하중 하에서도 높은 정적, 동적 강성을 유지해야 한다. 본 연구에서 개발한 재료인 Ferrite-Resin 복합재료는 Resin-Concrete에 미세한 산화철을 filler 재료로 사용함으로써 주철 및 강의 구조재료가 갖는 강성과 비중의 값에 접근시킬 수이었다. 일반적으로 불포화 폴리에스테르 수지나 에폭시계 수지는 glass 전위점의 근처에서 진동에너지의 흡수가 큰 영역이 존재하며 이는 10 .mu.m 이내의 미세한 filler재료가 포함되었을 경우에도 그 종류에 관계없이 큰 변화가 없는 성질이다. 시험편을 통한 재료실험을 통하여 개발된 복합재료를 모델 구조물에 적용시킴으로서 그 적용성을 검토하였다. 앞으로의 수지와 Ferrite 함유량 및 제조 공정이 적절히 모색되면, 이 방진재료가 정밀기계의 구조재료로서 뿐만 아니라 냉동기, 소형선박의 기관실, 가전제품 및 기어박스 등의 케이싱 재료로 사용되는 방진재료로서 그 응용이 확대될 수 있을 것으로 본다.

Determination of the Nonlinear Parameters of Stiffness and Force Factor of the Loudspeaker (스피커 지지부 강성과 Force Factor의 비선형계수 추출)

  • Doo, Se-Jin;Sung, Koeng-Mo
    • The Journal of the Acoustical Society of Korea
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    • v.14 no.5
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    • pp.29-35
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    • 1995
  • Nonlinear distortion arising from the nonlinear movement of the loudspeaker diaphragm degradates the tone quality. The distortion is, in low frequency range, mainly caused by nonlinear characteristics of the suspension stiffness and the force factor. In this paper, the nonlinear suspension stiffness and the nonlinear force factor are modeled to the quadratic functions and a method is proposed to determine their coefficients. An additional mass to the diaphragm moved the quiescent point of the diaphragm and uncoupled the stiffness and the force factor. This made it possible to deter mine the coefficients of the nonlinear suspension stiffness by measuring the resonance frequencies at several quiescent points. The coefficients of the nonlinear force factor are then determined by fitting the curve which is calculated from the waveforms of input voltage and input current, and the displacement of the diaphragm at resonance frequency.

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Sliding Frictional Characteristics with the Change of Dynamic Parameters in the Friction Measurement (마찰시험기의 시스템 동적변수 변화에 따른 미끄럼마찰 특성)

  • 공호성;윤의성;권오관;오재응
    • Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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    • 1995.06a
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    • pp.37-47
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    • 1995
  • 본 논문은 마찰력을 측정하는 시스템에 동특성 변화를 주어서, 이에 의해 발생하는 마찰현상의 변화와 수직하중의 변동특성에 관하여 측정을 하였으며, 미끄럼속도 및 하중조건 변화와 미끄럼운동을 하는 두물체 재료조합 변화에 따른 상기의 마찰특성변화에 관하여 실험적 및 이론적 고찰을 행하였다. 시스템의 동특성 변화를 주기 위하여 시스템의 강성(Stiffness)의 변화를 주었고, 또한 수직 하중 부과 방법을 Dead weight를 이용한 방법과 공압(Pneumatic)에 의한 방법을 비교함으로써 관성력 및 감쇠(Damping) 특성에 변화를 주었다. 시험 대상의 물체들은 강(Steel) 및 폴리머류의 Rosin과 PTFE를 선정하여, 재료변화에 따른 마찰특성 변화를 유도하였다.

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Development of the Impulse Response Measurement System for Non-destructive Test of Slab Structure (판상 구조물 비파괴검사를 위한 충격응답시험기의 개발)

  • Chung, Hojoon;Lee, Heuisoon;Oh, Seokhoon;Song, Sung-Ho
    • Geophysics and Geophysical Exploration
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    • v.16 no.1
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    • pp.45-52
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    • 2013
  • We developed a Impulse Response Measurement System, including hardware system and data analysis software, for non-destructive test of slab structure. And, we carried out impulse response measurements on the pavement to test performance of the system. In the field test, the developed system measured impulse response stably and showed parameters immediately. Test results showed that dynamic stiffness and average mobility varies significantly depending on the characteristics of the pavement materials. Some data showed anomalous values those reflect variations in pavement itself or subsurface ground. Developed system gives informations of conditions of slab structure easily and quickly. So, 2-D monitoring with the system will be helpful in maintaining various slab structures.

Application of Sensitivity Analysis to Vehicle Handling with Equivalent Cornering Stiffness (등가 코너링강성을 사용한 차량의 조종안정성에 대한 민감도 해석)

  • Lee, Chang-Ro
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.13 no.4
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    • pp.1434-1439
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    • 2012
  • Vehicle is a dynamic system combined with various parameters. Dynamic characteristics of a vehicle can vary with the change of these parameters. To investigate the effect of the design parameter on vehicle handling performance the sensitivity analysis is carried out by the numerical method. The vehicle model is described by equivalent cornering stiffness that considers parameters of suspension and steering system. As the analysis results show the effect on the static and dynamic characteristics of the vehicle system, the sensitivity analysis can be used for synthesis of the design parameters to improve the vehicle handling characteristics at the design stage as well as during the vehicle test under development.

초정밀가공기용 공기베어링주축의 회전정도 향상에 관한 실험적 연구

  • 이득우;이후상;최현기;신영재
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 1992.04a
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    • pp.13-17
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    • 1992
  • 최근 정보, 통신 광산업 등 첨단산업의 발달과 함께 부품의 초정밀가공및 특정에 대한 필요성이 높아지고 있다. 이에 따라 초정밀 가공기 및 초정밀계측기기등의 개발이 활발히 이루어지고 있으며, 이들에는 공기베어링두축이 널리 사용되고있다. 이 같이 초정밀 기기의 주축으로 공기베어링이 주로 이용되는 이유는 다른 베어링에 비해 윤활특성상 운동정도가 높고, 저 마찰특성 등의 장점을 가지고있기 때문이다. 본 연구에선 실험적으로 초정밀가공기용 공기베어링주축의 회전정도에 영향을 미치는 인자들의 상관관계를 파악하여 주축설계 및 제작시의 성능향상방법과 이론적 해석의 기초자료를 제시하고자 한다. 또한 공기베어링주축의 구조에 따른 정적 강성 및 회전정도를 비교하여 구조특성에 따른 차이점을 살펴보고, 주축의 강성과 불평형질량(unbalance mass)에 따른 회전 정도의 변화를 측정하였다.

The Effect of 30Hz Whole Body Vibration Exercise on the Thickness and Mechanical Properties of the Erector Spinae (30Hz 전신 진동운동이 척추세움근의 두께와 기계적 속성에 미치는 영향)

  • Park, Jae-Cheol;Kim, Yong-Nam
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.22 no.1
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    • pp.45-51
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    • 2021
  • The purpose of this study was to investigate the effect of applying whole body vibration exercise at 30 Hz on the thickness and mechanical properties of the erector spinae. The study population included 24 adults (11 male and 13 female) in the N region. The subjects were divided into two groups, a 30Hz whole body vibration exercise(WG, n=12) and an LSG(12 subjects). Changes in the thickness and mechanical properties of the erector spinae were analyzed before the exercises and after four and eight weeks of exercises using a two-way repeated analysis of variance with a statistical significance level of α=0.05. When there was an interaction between the groups and measurement times, post hoc analyses were conducted at a statistical significance level of α=0.01. The thickness, frequency, stiffness and strain of the erector spinae muscles were significantly different in each time period and in the interaction between time period and the group (P<0.05), and recovery was significantly different only in each time period (P<0.05). Thus, 30Hz whole body vibration exercise had a positive effect on the thickness and mechanical properties of the erector spinae. The results of this preliminary study suggest that whole body vibration exercise may find a place as a lumbar stabilization exercise in clinical practice in the future.

Response Analysis of RC Bridge Pier with Various Superstructure Mass under Near-Fault Ground Motion (근단층지반운동에 대한 상부구조 질량 변화에 따른 RC 교각의 응답분석)

  • Park, Chang-Kyu;Chung, Young-Soo;Lee, Dae-Hyung
    • Journal of the Korea Concrete Institute
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    • v.22 no.5
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    • pp.667-673
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    • 2010
  • The near fault ground motion (NFGM) is characterized by a single long period velocity pulse with large magnitude. NFGMs have been observed in recent strong earthquakes, Northridge (1994), Japan Kobe (1995), Turkey Izmit (1999), China Sichuan (2008), Haiti (2010) etc. These strong earthquakes have caused considerable damage to infrastructures because the epicenter was close to the urban area, called as NFGM. Extensive research for the far field ground motion (FFGM) have been carried out in strong seismic region, but limited research have been done for NFGM in low or moderate seismic regions because of very few records. The purpose of this research is to investigate and analyze the seismic response of reinforced concrete bridge piers subjected to near-fault ground motions. The seismic performance of six RC bridge piers depending on three confinement steel ratios and three superstructure mass was investigated on the shaking table. From these experimental results, it was confirmed that the reduction of seismic performance was observed for test specimens with lower confinement steel ratio or more deck weight. The displacement ductility of RC bridge piers in terms of the stiffness degradation is proposed based on test results the shaking table.