• 제목/요약/키워드: Self-induced vibration

검색결과 49건 처리시간 0.024초

평판 구조물의 손상규명 (Identification of Damages within a Plate Structure)

  • 김남인;이우식
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집A
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    • pp.671-675
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    • 2000
  • In this study, an FRF-based structural damage identification method (SDIM) is proposed for plate structures. The present SDIM is derived from the partial differential equation of motion of the damaged plate, in which damage is characterized by damage distribution function. Various factors that might affect the accuracy of the damage identification are investigated. They include the number of modal data used in the analysis and the damage-induced modal coupling. In the present SDIM, an efficient iterative damage self-search method is introduced. The iterative damage search method efficiently reduces the size of problem by searching out and then by removing all damage-free zones at each iteration of damage identification analysis. The feasibility of the present SDIM is studied by some numerically simulated tests.

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자가적응 화음탐색 알고리즘을 이용한 복합형 최적 구조제어 시스템 설계 (Optimal Design of a Hybrid Structural Control System using a Self-Adaptive Harmony Search Algorithm)

  • 박원석
    • 한국전산구조공학회논문집
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    • 제31권6호
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    • pp.301-308
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    • 2018
  • 이 논문에서는 다중 재난을 고려한 복합 구조제어 시스템의 최적 설계방법을 제시한다. 한 가지 유형의 위험에 대해 하나의 시스템이 설계되는 전형적인 구조제어 시스템과는 달리, 구조물의 지진 및 바람에 의한 진동응답을 저감하기 위해 능동 및 수동제어 시스템에 대한 동시 최적 설계방법을 제안하였다. 수치 예로서, 30층 빌딩 구조물에 설치된 30개의 점성 댐퍼와 복합형 질량 감쇠기에 대한 최적 설계문제를 보였다. 최적화 문제를 풀기 위해 자체적응 화음탐색(harmony search, HS)알고리즘을 채택하였다. 화음탐색 알고리즘은 사람이 연주하는 악기의 튜닝 과정을 모방한 전역 최적화를 위한 메타 휴리스틱 진화 연산방법의 하나이다. 또한 전역 탐색 및 빠른 수렴을 위해 자가적응적이고 동적인 매개변수 조정 알고리즘을 도입하였다. 최적화 설계 결과, 능동 및 수동 시스템이 독립적으로 최적화된 표준적인 복합제어 시스템에 비해 제안한 동시 최적제어 시스템의 성능과 효율성이 우수함을 보였다.

New insights about ice friction obtained from crushing-friction tests on smooth and high-roughness surfaces

  • Gagnon, Robert E.
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제10권3호
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    • pp.361-366
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    • 2018
  • Ice crushing occurs in many situations that involve a sliding frictional component such as sports involving ice-contact, ice interaction with ship hulls, and ice-on-ice sliding/crushing within glaciers and between interacting sea ice floes. Ice crushing-friction tests were conducted in the lab at $-10^{\circ}C$ using a set of acrylic ice-crushing platens that included a flat smooth surface and a variety of high-roughness surfaces with regular arrays of small prominences. The experiments were part of Phase II tests of the Blade Runners technology for reducing ice-induced vibration. Ice was crushed against the platens where the ice movement had both a vertical and a horizontal component. High-speed imaging through the platens was used to observe the ice contact zone as it evolved during the tests. Vertical crushing rates were in the range 10-30 mm/s and the horizontal sliding rates were in the range 4.14-30 mm/s. Three types of freshwater ice were used. Friction coefficients were extraordinarily low and were proportional to the ratio of the tangential sliding rate and the normal crushing rate. For the rough surfaces all of the friction coefficient variation was determined by the fluid dynamics of a slurry that flowed through channels that developed between leeward-facing facets of the prominences and the moving ice. The slurry originated from a highly-lubricating self-generating squeeze film of ice particles and melt located between the encroaching intact ice and the surfaces.

비대칭 터빈 로터 실에 기인한 축 가진력 (Rotordynamic Forces Due to Rotor Sealing Gap in Turbines)

  • 김우준;송범호;송성진
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2002년도 학술대회지
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    • pp.545-548
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    • 2002
  • Turbines have been known to be particularly susceptible to flow-induced self-excited vibration. In such vibrations, direct damping and cross stiffness effects of aerodynamic forces determine rotordynamic stability. In axial turbines with eccentric shrouded rotors, the non-uniform sealing gap causes azimuthal non-uniformities in the seal gland pressure and the turbine torque which destabilize the rotor system. Previously, research efforts focused solely on either the seal flow or the unshrouded turbine passge flow. Recently, a model for flow in a turbine with a statically offset shrouded rotor has been developed and some stiffness predictions have been obtained. The model couples the seal flow to the passage flow and uses a small perturbation approach to determine nonaxiymmetric flow conditions. The model uses basic conservation laws. Input parameters include aerodynamic parameters (e.g. flow coefficient, reaction, and work coefficient); geometric parameters (e.g. sealing gap, depth of seal gland, seal pitch, annulus height); and a prescribed rotor offset. Thus, aerodynamic stiffness predictions have been obtained. However, aerodynamic damping (i.e. unsteady aerodynamic) effects caused by a whirling turbine has not yet been examined. Therefore, this paper presents a new unsteady model to predict the unsteady flow field due to a whirling shrouded rotor in turbines. From unsteady perturbations in velocity and pressure at various whirling frequencies, not only stiffness but also damping effects of aerodynamic forces can be obtained. Furthermore, relative contributions of seal gland pressure asymmetry and turbine torque asymmetry are presented.

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캠-슬라이더 메커니즘 테이프 피더의 성능평가에 관한 연구 (A Study on the Performance Analysis for a Tape Feeder with Cam-slider Mechanism)

  • 전병철;조명우;문찬영;이수진;최진화
    • 한국정밀공학회지
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    • 제23권5호
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    • pp.177-183
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    • 2006
  • A tape feeder is an important feeding device to supply micro-chips such as 1005 and 0603 components to PCB in SMT process. Traditionally, tape feeding methods using sprocket wheel mechanism has been used for the pickup system of chip-mounters. However, there is growing needs for new feeding mechanism with high accuracy and confidence as electric components are getting much smaller. Thus, recently, a tape feeder using cam-slider mechanism is developed to meet such requirements. The major advantages of developed system are; significantly reduced indexing and backlash errors, slim and compact design, and improved repetitive capacity compared to existing system. In this paper, the performance evaluation criteria for the developed tape feeder are suggested. Stability against induced vibration, positioning accuracy, cycle time, durability and supply error rate are estimated using developed self testers. As a result, the excellence of developed tape feeding mechanism is validated using the effective rating methods.

폴리머 콘크리트 공작기계 베드의 설계와 제작 (Design and Manufacture of Polymer Concrete Machine Tool Bed)

  • 서정도;이대길;김태형;박보선;최원선
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2002년도 추계학술대회 논문집
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    • pp.32-36
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    • 2002
  • High-speed movement and high-precision machining are the two most important requirements of present machine tool structures to reduce machining time and to increase the precision of products in various industrial fields such as semiconductor, automobile, and mold fabrication. The high speed operation of machine tools tue usually restricted not only by the low stiffness but also by the low damping of machine tool structures, which induces vibration during high speed machining. If the damping of machine tool structures is low, self induced or regenerative vibrations are bound to occur at high speed operation because the natural frequencies of machine tool structures can not be increased indefinitely. Therefore, the high damping capacity of a machine tool structure is an important factor for high speed machine tool structures. Polymer concrete has high potential for machine tool bed due to its good damping characteristics. In this study, a polymer concrete bed combined with welded steel structure i.e., a hybrid structure was desisted and manufactured for a high-speed gantry-type milling machine through static and dynamic analyses using finite element method. Then the dynamic characteristics were tested experimentally.

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Vibration analysis of train-bridge system with a damaged pier by flotilla collision and running safety of high-speed train

  • Xia, Chaoyi;Wang, Kunpeng;Huang, Jiacheng;Xia, He;Qi, Lin;Wu, Xuan
    • Structural Engineering and Mechanics
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    • 제81권1호
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    • pp.69-79
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    • 2022
  • The dynamic responses of a pier-pile-soil system subjected to a barge/flotilla collision are analyzed. A coupled high-speed train and bridge system with a damaged pier after barge/flotilla collision is established by taking the additional unevenness of the track induced by the damaged pier as the self-excitation of the system. The whole process of a CRH2 high-speed train running on the 6×32 m simply-supported PC (prestressed concrete) box-girder bridge with a damaged pier is simulated as a case study. The results show that the lateral displacements and accelerations of the bridge with a damaged pier are much greater than the ones before the collision. The running safety indices of the train increase with the train speed as well as with the number of barges in the flotilla. In flotilla collision, the lateral wheel/rail forces of the train exceed the allowable values at a certain speed, which influences the running safety of the trains.

저 잡음 수중 청음기의 설계 방안 연구 -Ⅰ. 잡음 전달 특성 및 구조 변경 영향 - (Design and Evaluations of Underwater Hydrophone with Self Noise Suppressing Structures -Part Ⅰ. Noise Transfer Characteristics & Effects of Structure Modifications -)

  • 임종인;노용래
    • 한국음향학회지
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    • 제16권2호
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    • pp.10-15
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    • 1997
  • 수중 청음기는 진동하는 물체 위에 설치되어 다양한 외부 잡음 원이 유입되는 환경에 노출되어 있다. 외부 잡음 원으로는 수중 청음기가 설치된 구조물 자체의 진동, 프로펠러 잡음, 그리고 유동 유기 잡음들이 있고, 이들 외부 잡음원은 실제 강도가 상당히 높아서 센서의 정확한 작동에 장애가 되고 있다. 본 연구에서는 외부 잡음에 무관한 고 정밀도, 저 잡음 특성을 갖는 수중 청음기를 개발하기 위하여 유한 요소법(FEM)을 사용하여 잡음 전달 특성의 분석 및 air pocket과 음향 감쇠층의 다양한 조합으로 이루어진 개선된 구조의 수중 청음기를 설계하고, 내 잡음성 평가를 하였다. 그 결과 센서 측면 하단부에 잡음 원이 위치할 경우 가장 큰 잡음 신호로 작용하므로 구조를 변경한 결과 기존 수중 청음기에 비해 59% 이상 내 잡음성을 증진 시켰다.

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경사진 다이어그리드 비정형 초고층 건물에 대한 스마트 TMD의 제진성능평가 (Vibration Control Performance Evaluation of Smart TMD for a Tilted Diagrid Tall Building)

  • 김현수;강주원
    • 한국공간구조학회논문집
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    • 제11권4호
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    • pp.79-88
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    • 2011
  • 근래에 들어와서 3T (Twisted, Tapered, Tilted)로 대별되는 비정형 초고층 건축물이 다수 계획되고 있다. 이러한 비정형 초고층 건물을 위해서 구조적인 효율성 및 조형성 때문에 다이어그리드 구조시스템이 현재까지 가장 널리 사용되고 있는 구조시스템 중의 하나이다. 건축적인 조형미 등의 이유로 경사진 비정형 초고층 건물에 대한 계획안이 다수 발표되고 있으며 다수의 구조물들이 다이어그리드 구조시스템을 활용하고 있다. 경사진 비정형 초고층 건물은 횡하중뿐만 아니라 자중에 의해서도 횡방향 변위가 발생한다. 따라서 정형적인 초고층 건물보다 횡방향 응답을 저감시카는 젓이 더 중요한 문제로 대두된다. 본 연구에서는 경사진 다이어그리드 비정형 초고층 건물의 지진응답을 저감시키기 위하여 스마트 TMD를 적용하였고 그 제어성능을 평가하였다. 스마트 TMD를 구성하기 위하여 MR 감쇠기를 사용하였으며 스마트 TMD는 그라운드훅 제어알고리즘을 사용하여 제어하였다. 100 층의 예제구조물에 대하여 제어를 하지 않은 경우와, 일반적인 TMD를 사용한 경우, 그리고 스마트 TMD를 사용하여 제어한 경우를 비교 검토하였다. 수지해석결과 스마트 TMD가 변위 응답 제어에는 우수한 성능을 나타냈지만 가속도응답제어에는 효과적이지 못했다.