• 제목/요약/키워드: Vibration loading

검색결과 674건 처리시간 0.022초

발전용 대형 2행정 디젤 엔진의 비틈진동 해석 (Torsional Vibration Analysis in Large Two-Stroke Diesel Engines for Stationary Power Plants.)

  • 박종포;박희주
    • 대한기계학회논문집A
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    • 제24권10호
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    • pp.2529-2534
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    • 2000
  • Torsional vibration analysis in a large two -stroke low speed diesel engine and generator system for stationary power plants is performed to verify that the vibration characteristics of shafting system meet design requirements. Our own developed S/W is employed for the analysis, whose results are evaluated comparing with measurements. Vibration analysis results of the system are presented according to the change of loading(unload, 100%load, 110% load) and operating(mis-firing, uneven firing) conditions of the stationary power plants.

진동제어기 설계를 위한 실물크기 5층 건물의 시스템 식별 (System Identification of a Full Scale Five-story building for Vibration Controller Design)

  • Min, Kyung-Won;Lee, Young-Cheol;Lee, Sang-Hyun;Park, Jin-Il;Kim, Doo-Hoon;Park, Min-Kyu
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문초록집
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    • pp.368.1-368
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    • 2002
  • System Identification is carried out for a full scale five-story holing to design a vibration controller design. Dynamic characteristics such as natural frequencies, damping ratios, and modes are obtained from the input/output informal ion by both sine-sweet method and white noise method. The active mass driver installed on the third floor is applied as external loading to move the building and each floor acceleration is measured and processed for the system identification. (omitted)

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비선형 영역에서의 재료감쇠비 측정을 위한 주파수-위상각법 (Frequency-Phase Method to Measure Material Damping in a Nonlinear Range)

  • 우규석;조성호
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2001년도 봄 학술발표회 논문집
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    • pp.533-540
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    • 2001
  • Material damping is an important parameter to evaluate the site response by a dynamic loading. Currently the material damping of the subgrade is mainly determined by a resonant column testing. Typical methods to evaluate material damping include half-power bandwidth method and free-vibration decay method. In the large strain range, the half-power bandwidth method gives an erratic damping factor, because the method is based on the assumption of the linear behavior of a specimen. The free-vibration decay method has also limitations in that the damping factors vary with the range of cycles in calculation, and also in that the specific shear strain can not be designated for the free vibration. In this study, the frequency-phase method, which was developed to evaluate material damping of a beam simply supported, is introduced to evaluate the material damping by the resonant column testing. Also, the comparison among half-power method, free-vibration decay method and the frequency-phase method is provided for a remolded sand.

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2차 두께방향 지동모드로 동작되는 압전트랜스포머의 Voltage Gain 특성 (Voltage Gain Characteristics of Piezoelectric Transformer Operation in Second Thickness Extensional Vibration Mode)

  • 김성진;이수호;류주현;임인호;홍재일
    • 한국전기전자재료학회논문지
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    • 제11권10호
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    • pp.855-860
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    • 1998
  • This paper presents a new structure for a piezoelectric transformer, operating in thickness extensional vibration mode. Modified $PbTiO_3$ family ceramics were used for the piezoelectric transformer, because it was a material with large anisotropy between elecromechanical coupling factors $K_t$ and $K_p$ . The size of piezoelectric transformer was 20mn long, 20mm wide and 3.1mm thick. The second harmonic resonant frequency of thickness extensional vibration mode was 0.72MHz at loading resistance 100[$\omega$], And Voltage gin of piezoelectric ceramics showed 0.53 at resonant frequency of sencond thickness extensional vibration mode.

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모사열차 반복하중 재하시 블록식 보강토 옹벽의 진동전달특성 (Vibration Transfer Characteristics of the Reinforced Soil SRWs Under the Simulated Cyclic Train Loading)

  • 고태훈;이진욱;이성혁;황선근;김정무
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2002년도 추계학술대회 논문집(I)
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    • pp.626-632
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    • 2002
  • Geogrid is widely used as the reinforcement materials in railway earth structures in order to achieve efficient land utilization as well as securing safety in railway service lines in other countries. In this study, the real scale test was carried out to investigate the application of geogrid reinforced soil segmental retaining walls(SRWs) in railway. For this goal, the vibration transfer characteristics of reinforced soil segmental retaining walls was evaluated. The resonant frequencies of SRWs, vertical ground vibration in backfill and vertical/horizontal vibration at segmental units were acquired. This experimental data and analysis result can contribute to understand the vibration response behavior of SRWs.

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화차 안전성 평가를 위한 차체 정하중시험 및 진동시험 (A safety evaluation on the loading and vibration test of freight car)

  • 권성태;정종덕;김원경;홍용기;허현무
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2002년도 추계학술대회 논문집(I)
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    • pp.92-97
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    • 2002
  • This paper describes the result of carbody and vibration test for freight car. The purpose of the test is to evaluate an safety which carbody structure shall be considered fully sufficient rigidity so as to load a freight car under maximum load and operating condition on line track. The test carbody is constructed by RS korea co., LTD. in accordance with KNR specification. The test cases of the carbody is tested the vertical load and compressive load to verify the strength and stiffness. The vibration test is tested for analysis and evaluation of vibration, to allow for the fact that mechanical vibration in railway vehicles have specific characteristics.

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고무 동특성 해석 기술 개발 (Developement of dynamic modeling of rubber mount)

  • 이신복;정직한;최재환;이영환
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2013년도 추계학술대회 논문집
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    • pp.87-91
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    • 2013
  • Rubber Components have been playing important role for the isolation of noise and vibration of vehicle. This paper is presented the new method of dynamic modeling of rubber component for simulating the dynamic characteristics of it under the varing loading condition. Rubber dynamic model consists of the hyperelastic, viscoelastic and elasto-plastic characteristics of rubber. Dynamic proporties of rubber are calculated at each preload and frequency conditions, compared to test data, and evaluated the validity of rubber dynamic model. This technique is expected to understand and improve the characteristics of noise and vibration with relation to rubber components.

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Dynamic characteristics of transmission line conductors and behaviour under turbulent downburst loading

  • Darwish, Mohamed M.;El Damatty, Ashraf A.;Hangan, Horia
    • Wind and Structures
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    • 제13권4호
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    • pp.327-346
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    • 2010
  • During the past decade, many electrical transmission tower structures have failed during downburst events. This study is a part of a research program aimed to understand the behaviour of transmission lines under such localized wind events. The present study focuses on the assessment of the dynamic behaviour of the line conductors under downburst loading. A non-linear numerical model, accounting for large deformations and the effect of pretension loading, is developed and used to predict the natural frequencies and mode shapes of conductors at various loading stages. A turbulence signal is extracted from a set of full-scale data. It is added to the mean component of the downburst wind field previously evaluated from a CFD analysis. Dynamic analysis is performed using various downburst configurations. The study reveals that the response is affected by the background component, while the resonant component turns to be negligible due large aerodynamic damping of the conductors.

다축 Random Dynamic 하중을 받는 대차 저널박스의 피로수명평가 (Fatigue Life Assessment of Journal Box Attached to Bogie under Multiaxial Random Dynamic Loading)

  • 박상구;김승섭;한성욱;박근수;우관제
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2009년도 춘계학술대회 논문집
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    • pp.1125-1131
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    • 2009
  • This paper presents the evaluation of fatigue life for a journal box attached to rolling stock bogie under random dynamic loading condition. Because a journal box was under random dynamic loading conditions, the fatigue life assessment due to these loads requires the analysis considering the multiaxial effect of random dynamic loading. To do this work, the finite element analysis has been conducted to calculate random dynamic response using multiaxial acceleration data. Then, the fatigue life assessment of component has been conducted using vibration fatigue analysis applying the power spectral densities of the responses obtained through the FEA The results of fatigue life assessment were compared to the damage from the strain measurement. This study shows that can be evaluated the fatigue life assessment considering real service condition about a component attached to rolling stock bogie.

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Stress Analysis of Top Hat Type Structure for Random Loading

  • M. J. Jhung;Kim, Y. B.;Lee, J. B.
    • Nuclear Engineering and Technology
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    • 제29권6호
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    • pp.476-487
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    • 1997
  • To resolve several arguments raised for the current analysis of a structure like top hat, which is composed of flange, cylinder and plate, the dynamic response analysis is performed for the full and half models. The dynamic characteristics are investigated for full and half models and the results are compared between them. The responses such as bolt reactions and stresses due to random loading are also obtained using the analysis capabilities between commercial programs which have the routine for the random vibration analysis. Several general purpose structural analysis programs are used to get the response due to the random loadings. Also the application of the random loading and the effect of correlations such as fully correlated, partially correlated and fully uncorrelated cases are studied and the general directions for the generation of design loads due to random loading are suggested.

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