• Title/Summary/Keyword: structural vibration

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Identification and suppression of vibrational energy in stiffened plates with cutouts based on visualization techniques

  • Li, Kai;Li, Sheng;Zhao, De-You
    • Structural Engineering and Mechanics
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    • 제43권3호
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    • pp.395-410
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    • 2012
  • The visualizing energy flow and control in vibrating stiffened plates with a cutout are studied using finite element method. The vibration intensity, vibration energy and strain energy distribution of stiffened plates with cutout at different excitation frequencies are calculated respectively and visualized for the various cases. The cases of different size and boundaries conditions of cutouts are also investigated. It is found that the cutout or opening completely changes the paths and distributions of the energy flow in stiffened plate. The magnitude of energy flow is significantly larger at the edges near the cutout boundary. The position of maximum strain energy distribution is not corresponding to the position of maximum vibrational energy. Furthermore, the energy-based control using constrained damping layer (CDL) for vibration suppression is also analyzed. According to the energy distribution maps, the CDL patches are applied to the locations that have higher energy distribution at the targeted mode of vibration. The energy-based CDL treatments have produced significant attenuation of the vibration energy and strain energy. The present energy visualization technique and energy-based CDL treatments can be extended to the vibration control of vehicles structures.

유한요소법을 이용한 쿨링팬의 진동 및 간섭에 관한 연구 (A Study on Resonance and Interference of a Cooling Fan Assembly by Using FEM)

  • 정일호;송하종;박태원;김주용
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 춘계학술대회논문집
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    • pp.919-924
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    • 2004
  • A CFA(Cooling Fan Assembly) is composed of a fan, motor and shroud, which is at the back of the automotive radiator. By forcing the wind to pass, the CFA controls the cooling performance of the radiator. The noise and vibration of the CFA may be primarily due to the resonance between the CFA and engine. The Interference among the fan, shroud and radiator by deformation is considered when the CFA is designed. In this paper, in order to analyze the structural vibration of the CFA for automobiles, a finite element model of the CFA is established by using a commercial FEM code. After the finite element modeling, the natural frequencies and the mode shapes are obtained from the FE analysis. The natural frequencies are obtained from the vibration test as well. Then, the results of the vibration test are compared with those of the FE analysis. The natural frequencies obtained by experiment have a great similarity to the results from FE model. We have confirmed the validity of the FE model and verify the structural safety for the resonance. The stress and displacements are obtained from FE analysis. We have confirmed the safety for the interference and failure.

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진동-음향 상반성을 이용한 차실-트렁크 연성계의 소음평가 (Noise Estimation in a Passenger Compartment and Trunk Coupled System by Using the Vibro-Acoustic Reciprocity)

  • 이진우;이장무;김석현;박동철
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집A
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    • pp.618-622
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    • 2000
  • This paper describes the correlation between the interior noise and the trunk wall vibration. Using the vibro-acoustic reciprocity, effect of the trunk wall vibration on the compartment noise is investigated on a medium size car. In the low frequency range, vehicle interior noise is dominated by several acoustic modes of the passenger compartment and the vibration modes of the surrounding shell parts. Especially, vibration of the trunk wall radiates sound and it is transferred through holes on the package tray into the passenger compartment. This paper experimentally reveals that sound can be well produced at some particular vibration modes of the trunk lid and it strongly influences the compartment noise through package tray holes. Contributions of the trunk walls to the interior noise are estimated by measuring the acoustic-structural transfer function, based on the vibro-acoustical reciprocity theorem.

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자전거 안장에서의 구조적 내구성 해석에 관한 연구 (Study on Structural Durability Analysis at Bicycle Saddle)

  • 조재웅;한문식
    • 한국자동차공학회논문집
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    • 제21권5호
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    • pp.104-112
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    • 2013
  • This study investigates the structural analysis result with vibration and fatigue on 3 kinds of bicycle saddle models. When the static load applies on the upper plane of model, maximum stress becomes within the allowable stress in case of model 1. As the value of Stress or deformation becomes lower on the order of model types 1, 2 and 3, these models become more stabilized or safer at durability in this order. On the vibration analysis, model type 1 has the maximum stress or deformation more than 5 times by comparing with model type 1 or 2. Model type 1 becomes most excellent on vibration durability. As maximum displacement due to vibration happens in case of model type 3, it becomes unstabilized. But the stresses of model types 1, 2 and 3 become within the allowable stress and these models are considered to be safe. At the status of the severest fatigue load, model type 3 becomes safer than model type 1 or 2. This study result is applied with the design of safe bicycle saddle and it can be useful to improve the durability by predicting prevention against the deformation due to its vibration and fatigue.

Rotational inertial double tuned mass damper for human-induced floor vibration control

  • Wang, Pengcheng;Chen, Jun;Han, Ziping
    • Structural Engineering and Mechanics
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    • 제82권3호
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    • pp.283-294
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    • 2022
  • An inerter is a passive mechanical element whose inertance can be thousands of times its own physical mass. This paper discusses the application of an inerter-based passive control system, termed rotational inertial double-tuned mass damper (RIDTMD), to mitigate human-induced floor vibrations. First, the acceleration frequency response function of the floor with an RIDTMD is first derived. It is then employed to determine the optimal design parameters of the RIDTMD using the extended fixed-points technique. Based on a theoretical analysis, design-oriented empirical functions are proposed for the RIDTMD optimal parameters, whose performance for floor vibration control is evaluated by numerical examples, in which three typical human-induced load types are considered: walking, jumping, and bouncing. The results indicate that the applicability and effectiveness of the RIDTMD for human-induced floor vibration control are robust for various load types, load frequencies, and floor natural frequencies. For the same mass ratio, the RIDTMD is better than the TMD in reducing the floor vibration amplitude and improving the effective frequency suppression bandwidth, and for the same vibration suppression effect, the mass of the RIDTMD is much lighter than that of the TMD.

제진재 혼입 콘크리트의 동적물성에 관한 실험적 연구 (An Experimental Study on Dynamic Properties of Concrete with Vibration-Mitigation Materials)

  • 정영수;박용구
    • 콘크리트학회지
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    • 제11권2호
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    • pp.261-270
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    • 1999
  • 본 실험적 연구에서는 동적신호분석기를 사용하여 고강도 콘크리트 재료의 1차 공명진동수, 동탄성계수, 동전단탄성계수, 감쇠비 및 동포아송비등의 재료의 동적물성값을 실험적으로 규명하였다. 선정된 배합비에 따라 제작된 고강도 콘크리트 시험체의 압축강도 실험후 lst Natural Frequency, 동탄성계수, 동전단탄성계수, 동포아송비와 같은 역학적 성질들을 공명주기법을 이용한 비파괴 실험을 실시하여 그 결과로부터 동탄성계수 및 동전단탄성계수, 재료적 감쇠비를 파악하기 위하여 공명진동실험을 수행하였다. 또한 구조적 감쇠비와 고유주파수 등을 규명하기 위하여 각 배합별로 $15{\times}10{\times}240cm$의 RC보시험체를 제작하여 자유진동시험를 실시하여 주파수 영역에서 Half-Power Bandwidth방법으로 측정하였다. 그리고 정적하중으로 RC보시험체에 균열을 발생시킨 후 하중단계별 고유진동수, 감쇠비등을 조사하여 손상정도에 따른 변화를 비교, 분석하였다. 실험결과 동적실험, 즉 공명진동실험으로 고강도 콘크리트와 제진재 혼입콘크리트의 재료적 동적물성을 측정하였고 강도증가에 따라 재료적 감쇠비 감소현상을 확인할 수 있었다. RC보시험체는 하중단계에 따라, 즉 손상정도에 따라 고유진동수는 감소하고 구조적 감소비는 증가하는 경향이 나타났다.

In-construction vibration monitoring of a super-tall structure using a long-range wireless sensing system

  • Ni, Y.Q.;Li, B.;Lam, K.H.;Zhu, D.P.;Wang, Y.;Lynch, J.P.;Law, K.H.
    • Smart Structures and Systems
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    • 제7권2호
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    • pp.83-102
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    • 2011
  • As a testbed for various structural health monitoring (SHM) technologies, a super-tall structure - the 610 m-tall Guangzhou Television and Sightseeing Tower (GTST) in southern China - is currently under construction. This study aims to explore state-of-the-art wireless sensing technologies for monitoring the ambient vibration of such a super-tall structure during construction. The very nature of wireless sensing frees the system from the need for extensive cabling and renders the system suitable for use on construction sites where conditions continuously change. On the other hand, unique technical hurdles exist when deploying wireless sensors in real-life structural monitoring applications. For example, the low-frequency and low-amplitude ambient vibration of the GTST poses significant challenges to sensor signal conditioning and digitization. Reliable wireless transmission over long distances is another technical challenge when utilized in such a super-tall structure. In this study, wireless sensing measurements are conducted at multiple heights of the GTST tower. Data transmission between a wireless sensing device installed at the upper levels of the tower and a base station located at the ground level (a distance that exceeds 443 m) is implemented. To verify the quality of the wireless measurements, the wireless data is compared with data collected by a conventional cable-based monitoring system. This preliminary study demonstrates that wireless sensing technologies have the capability of monitoring the low-amplitude and low-frequency ambient vibration of a super-tall and slender structure like the GTST.

차량기지내 철도운행시 발생되는 진동특성에 관한 연구 (Vibration characteristics of a railway depot: Practical approach)

  • 김정태;김정수;손정곤
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 춘계학술대회논문집
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    • pp.444-449
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    • 2005
  • In Seoul, several railway depots are located at the places where a public can easily access. Since a depot occupy a large amount of land itself, it is natural to use those sites for a public building construction such as an apartment complex or a transportation terminal, as an example. Most of the buildings on a depot, however, are exposed to vibration problems, because foundations are excited from the dynamic loading whenever heavy trains pass on the track. Severe vibration may cause a damage to building structures and a troublesome to a community. In this paper, some vibration practices have been examined in order to resolve the vibration problems. First, a critical speed of a train in a railway depot is evaluated. Then, a structural effect on the transmission of a vibration energy has been investigated. Finally, practical approaches to reduce the vibration level have been proposed. In this first half part of the paper, the focus has been on the critical speed and a structural transmission phenomena.

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Structural Design and Construction of High-rise Building to Feature the High-performance Oil Dampers for Vibration Control - Hibiya Mitsui Tower -

  • Kato, Takashi;Hara, Kenji;Tanaka, Hiroyuki
    • 국제초고층학회논문집
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    • 제8권3호
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    • pp.229-234
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    • 2019
  • This report introduces the structural design of Hibiya Mitsui Tower built in Tokyo Midtown Hibiya. The upper part of this tower is used for offices and the lower portion is for commercial facilities and a cinema complex which need the large open spaces. The 192m-high building has 35 floors above ground and 4 below ground. The structure is a steel frame using CFT columns to feature the high-performance oil dampers and the buckling restrained braces for vibration control. First, an outline of the structural design of this building is presented. Second, we introduce the transfer frame adopted to realize the large open spaces in the lower part, and the long column supporting the corner part of the high-rise building to avoid making a shade on the adjacent Hibiya Park, which are the feature of this building. Finally, we present an outline of the latest highly efficient semi-active oil dampers adopted in this building, and the vibration responses of this tower.

최소 선면쌍동선 구조설계에 대한 고찰 (Examination of the structural design for SWATH ship)

  • 박명규;신영식
    • 해양환경안전학회지
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    • 제1권1호
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    • pp.95-106
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    • 1995
  • The small-waterplane-area-twin-hull(SWATH) ship has been recognized as a promising high performance ship because of her superior seakeeping characteristics and large deck area for various operations compared to the conventional monohull ship. significant advances in analytical technics for the prediction of the ship motions, wave loads and structural responses, structural fatigue and its prediction, and hull vibration for ship motions, wave loads and structural responses, structural fatigue and its prediction, and hull vibration for SWATH ship have been much developed during the last twenty years. Based on these developments in technology an integrated computational procedures for prediction wave loads and structural responses can be used to get a accurate results. But the major problem of SWATH ship's structural design is the accurate prediction of structural responses by the maximum critical loads likely to be experienced during the life of SWATH. To get a easier and safer computational procedures and the analytical approach for determining the accurate structural responses, a case study has been presented through the project experienced.

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