• 제목/요약/키워드: kinematic vibrations

검색결과 19건 처리시간 0.022초

초음파진동을 이용한 디젤기관의 성능향상에 관한 연구 (The performance improvement of the diesel engine by the ultrasonic vibrations)

  • 정명진;조규상;류정인
    • 오토저널
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    • 제13권6호
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    • pp.65-71
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    • 1991
  • This paper describes briefly the effect of ultrasonic vibrations on the performance of four cycle diesel engine. Experiments were carried out to clarify the effect of ultrasonic vibrations on the characteristics of viscosity, structure of diesel oil, fuel consumption rate, brake thermal efficiency, smoke emissions, cylinder pressure of engine. The results are obtained as follows: 1. The ultrasonic vibrations of diesel oil result in the decrease of kinematic viscosity, Brachness Index of diesel oil. 2. The ultrasonic vibrations of diesel oil result in the decrease of fuel consumption rate, the improvement of brake thermal efficiency of engine. 3. The ultrasonic vibrations of diesel oil result in the decrease of smoke emissions of engine.

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오더분석 및 상관관계를 활용한 철도차량 진동 데이터의 시간-주파수 분석 (Time-frequency Analysis of Train Vibration Using Order Analysis and Correlation)

  • 최성훈;;박춘수
    • 한국철도학회논문집
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    • 제12권6호
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    • pp.989-995
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    • 2009
  • Short-time Fourier transforms(STFT)은 시간에 따라 변동하는 조화성분을 가지는 신호의 분석에 유용하게 적용되는 방법이다. 철도차량의 진동신호에서 많이 발견되는 운동학적 진동은 조화 특성이 속도 변화에 따라 점진적으로 변하기 때문에 오더 분석 방법과 상관함수를 이용하면 STFT 분석 방법을 개선할 수 있다. 본 논문에서는 차량의 속도 신호를 구할 수 없거나 잡음이 많을 때 상관함수를 이용하여 신호를 재추출하여 오더 분석을 적용하는 방법에 대하여 다룬다. 이 방법을 한국형고속열차의 운행 중에 취득한 차축 및 차체 진동데이터의 분석에 적용하여 기존의 STFT와 오더 분석을 이용한 방법을 비교 하였다.

In-situ measurement of railway-traffic induced vibrations nearby the liquid-storage tank

  • Goktepe, Fatih;Kuyuk, Huseyin S.;Celebi, Erkan
    • Earthquakes and Structures
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    • 제12권5호
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    • pp.583-589
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    • 2017
  • In this study, result of a field investigation of railway traffic-induced vibrations is provided to examine acceptability levels of ground vibration and to evaluate the serviceability of a liquid-storage tank. Free field attenuation of the amplitudes as a function of distance is derived by six accelerometers and compared with a well-known half-space Bornitz's analytical solution which considers the loss of the amplitude of waves due to geometrical damping and material damping of Rayleigh. Bornitz's solution tends to overlap vertical free field vibration compared with in-situ measured records. The vibrations of the liquid-storage tank were compared with the USA, Federal Transportation Railroad Administration (FTA) criteria for acceptable ground-borne vibrations and with the criteria in DIN 4150-3 German standard. Comparing the thresholds stated in DIN 4150-3, absolute peak particle velocities are within the safe limits, however according to FTA velocity level at the top of the water tank exceeds the allowable limits. Furthermore, it is intended to indicate experimentally the effect of the kinematic interaction caused by the foundation of the structure on the free-field vibrations.

시운전 시험을 통한 한국형 고속전철 차체진동 특성의 분석 및 평가 (Analysis and Evaluation of Body Vibration Characteristics for Korean High Speed Train through On-line Test)

  • 김영국;김석원;박찬경;김기환;목진용
    • 한국철도학회논문집
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    • 제6권4호
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    • pp.286-293
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    • 2003
  • The prototype of Korean high speed train (HSR350), composed of two power cars, two motorized cars and three trailer cars, has been designed, fabricated and tested. In this paper, the body vibration has been reviewed from the viewpoint of the vehicle's safety and the vibration limits for components and sub-assemblies mounted on the car-body using by the experimental method. And, the dynamic characteristics, such as jerk, natural mode and kinematic mode, have been reviewed. The KHST has been run to 300 km/h in the KTX line and the results of on-line test show that it has no problems in the vehicle's safety and the vibration limits. And the characteristics of body vibrations has been predicted at 350 km/h by fitting curve about the measured acceleration signals.

축방향 하중을 받는 점탄성물질이 심어진 적층보의 지그재그요소를 이용한 진동해석 (Damped Vibrations of Axially-Stressed Laminated Beams using Zig-Zag Finite Element)

  • 이덕규
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2001년도 추계학술발표대회 논문집
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    • pp.1-4
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    • 2001
  • Dynamic analysis of laminated beams with a embedded damping layer under tension or compression axial load is investigated. Improved Layer-Wise Zig-Zag Beam Theory and Interdependent Kinematic Relation using the governing equations of motion are incorporated to model the laminated beams with a damping layer and a corresponding beam zig-zag finite element is developed. Flexural frequencies and modal loss actors under tension or compression axial load are calculated based on Complex Eigenvalue Method. The effect of the axial tension and compression load on the frequencies and loss factors is discussed.

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Effect of different viscoelastic models on free vibrations of thick cylindrical shells through FSDT under various boundary conditions

  • Daemi, Hossein;Eipakchi, Hamidreza
    • Structural Engineering and Mechanics
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    • 제73권3호
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    • pp.319-330
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    • 2020
  • This paper investigates the free vibrations of cylindrical shells made of time-dependent materials for different viscoelastic models under various boundary conditions. During the extraction of equations, the displacement field is estimated through the first-order shear deformation theory taking into account the transverse normal strain effect. The constitutive equations follow Hooke's Law, and the kinematic relations are linear. The assumption of axisymmetric is included in the problem. The governing equations of thick viscoelastic cylindrical shell are determined for Maxwell, Kelvin-Voigt and the first and second types of Zener's models based on Hamilton's principle. The motion equations involve four coupled partial differential equations and an analytical method based on the elementary theory of differential equations is used for its solution. Relying on the results, the natural frequencies and mode shapes of viscoelastic shells are identified. Conducting a parametric study, we examine the effects of geometric and mechanical properties and boundary conditions, as well as the effect of transverse normal strain on natural frequencies. The results in this paper are compared against the results obtained from the finite elements analysis. The results suggest that solutions achieved from the two methods are ideally consistent in a special range.

Natural vibrations and hydroelastic stability of laminated composite circular cylindrical shells

  • Bochkareva, Sergey A.;Lekomtsev, Sergey V.
    • Structural Engineering and Mechanics
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    • 제81권6호
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    • pp.769-780
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    • 2022
  • This paper studies the dynamic behavior of laminated composite circular cylindrical shells interacting with a fluid. The mathematical formulation of the dynamic problem for an elastic body is developed based on the variational principle of virtual displacements and the relations of linear elasticity theory. The behavior of an ideal compressible fluid is described by the potential theory, the equations of which together with boundary conditions are transformed to a weak form. The hydrodynamic pressure exerted by the fluid on the internal surface of the shell is calculated according to the linearized Bernoulli equation. The numerical implementation of the mathematical formulation has been done using the semi-analytical finite element method. The influence of the ply angle and lay-up configurations of laminated composites on the natural vibration frequencies and the hydroelastic stability boundary have been analyzed for shells with different geometrical dimensions and under different kinematic boundary conditions set at their edges. It has been found that the optimal value of the ply angle depends on the level of filling of the shell with a fluid. The obtained results support the view that by choosing the optimal configuration of the layered composite material it is possible to change upwards or downwards the frequency and mode shape, as well as the critical velocity for stability loss over a wide range.

3축 유압 피로 시뮬레이터의 커플링에 대한 역기구학적 해석 (Inverse Kinematic Analysis for a three-axis Hydraulic Fatigue Simulator Coupling)

  • 김진완
    • 항공우주시스템공학회지
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    • 제14권1호
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    • pp.16-20
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    • 2020
  • 차량이 주행 중에 그리고 항공기가 활주로에 착륙하는 순간과 활주 중에 발생하는 피로는 착륙장치, 기체와 차량의 현가장치 등에 수명 주기와 밀접한 관련이 있다. 휠에 작용하는 하중들은 종축 힘, 횡력, 수직력과 제동력이다. 차량의 동특성과 내구성을 연구하기 위해 본 논문의 시뮬레이터는 시험실에서 실제 노면 형상을 재현에 사용된다. 그러므로 제품 개발 시간과 비용을 절감할 수 있다. 하드웨어적으로 유압 피로 시뮬레이터 구조의 중요한 요소는 각 축을 분리하고 여러 하중과 진동을 견뎌내는 것이다. 본 논문의 역기구학적 해석 방법은 Dummy wheel 중심에서 축 방향으로 최대 동작 변위를 준 후 커플링에 의한 유압 서보 작동기의 작동 크기를 도출한다. 해석의 결과는 실제 노면 형상을 정확하게 재현하기 위해 축 간의 커플링이 미약함을 확인하는 것이다.

국소 진동자극이 편마비 뇌졸중 환자의 팔 뻗기 수행에 미치는 영향에 대한 운동학적 분석 (Kinematic Analysis in Reaching Depending on the Localized Vibration Duration in Persons With Hemiparetic Stroke)

  • 유은영;박지혁;권재성;조상윤;이보미;김영조;김재남;김선호
    • 재활치료과학
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    • 제7권3호
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    • pp.79-88
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    • 2018
  • 목적 : 본 연구의 목적은 뇌졸중 환자를 대상으로 환측 상지에 진동자극을 적용했을 때, 팔 뻗기 수행에서 나타나는 팔꿈치 움직임의 운동학적 변화를 관찰하기 위함이다. 연구방법 : 연구 설계는 단일집단 교차실험설계(one-group cross-over trial design)를 사용하였으며, 10명의 만성 뇌졸중 환자를 대상으로 하였다. 대상자의 환측 위팔두갈래근(biceps brachii)에 국소 진동자극을 5분, 10분, 20분 동안 무작위로 70Hz로 적용한 후, 3차원 동작분석 시스템을 통해 팔 뻗기 수행의 운동학적 움직임을 분석하였다. 종속변수에는 팔꿈치 움직임에서 나타나는 최대 각 속도, 최대 각속도까지의 시간, 움직임 단위를 포함하였다. 결과 : 팔 뻗기를 수행함에 있어서 팔꿈치의 움직임은 20분 동안 국소 진동자극을 적용하였을 때 보다 빠르고 부드러워졌으며, 효율적으로 나타났다. 팔꿈치 움직임의 최대 각속도는 증가하였고(p<0.05), 최대 각속도까지의 시간과 운동단위는 유의하게 감소하였다(p<0.05). 결론 : 국소 진동자극은 편마비 뇌졸중 환자가 팔 뻗기 움직임을 수행함에 있어 발생하는 운동학적 구성요소를 향상시킬 수 있는 효과적인 방법일 될 수 있다.

An energy-based design for seismic resistant structures with viscoelastic dampers

  • Paolacci, F.
    • Earthquakes and Structures
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    • 제4권2호
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    • pp.219-239
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    • 2013
  • The present paper aims at studying the seismic response of structures equipped with viscoelastic dampers (VED). The performance of such a passive control system is here analyzed using the energy balance concept, which leads to an optimal design process. The methodology is based on an energy index (EDI) whose maximization permits determination of the optimal mechanical characteristics of VED. On the basis of a single degree of freedom model, it is shown that the maximum value of EDI corresponds to a simultaneous optimization of the significant kinematic and static response quantities, independently of the input. By using the proposed procedure, the optimal design of new and existing structures equipped with VED, inserted in traditional bracing systems, are here analyzed and discussed.