• 제목/요약/키워드: Rotational Motion Mode1

검색결과 15건 처리시간 0.018초

Resonance and Instability of Blade-Shaft Coupled Bending Vibrations with In-plane Blade Vibration

  • Anegawa, Norihisa;Fujiwara, Hiroyuki;Okabe, Akira;Matsushita, Osami
    • International Journal of Fluid Machinery and Systems
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    • 제1권1호
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    • pp.169-180
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    • 2008
  • As a major component of a power plant, a turbine generator must have sufficient reliability. Longer blades have lower natural frequency, thereby requiring that the design of the shaft and blade takes into account the coupling of the blade vibration mode, nodal diameter k=0 and k=1 with vibration of the shaft. The present work analyzes the coupling of the translation motion of the shaft with in-plane vibration of the blades with k=1 modes. At a rotational speed ${\Omega}_1=|{\omega}_s-{\omega}_b|$, the resonance of the blades has a relatively large amplitude. A violent coupled resonance was observed at a rotational speed ${\Omega}_2=|{\omega}_s+{\omega}_b|$. Resonance in blade vibration at ${\Omega}_1=|{\omega}_s-{\omega}_b|$ was experimentally confirmed.

변화하는 강성/감쇠를 갖는 계가 조화력을 받을 때의 운동 (Motion of a System with Varying Stiffness/Damping Subject to Harmonic Force)

  • 이건명;박오철
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.81-85
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    • 2006
  • The motion of a system composed of a plate, constant springs and varying dampers is considered when the system is subject to harmonic force. Letting the frequencies of harmonic force and damper variation ${\Large f}_1\;and\;{\Large f}_2$, respectively, the displacement at the center of the plate has the strongest component at frequency ${\Large f}_1$. The angular displacement of the plate has strong components at ${\Large f}_1-{\Large f}_2$, and the natural frequency of the rotational mode of the system. If these two frequencies coincide, the plate oscillates with almost single frequency and a large amplitude. These results can be applied to development of a moment shatter with low frequencies.

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초 연자성 박막에서의 동적 자화 거동 (Dynamic Responses in Ultra-Soft Magnetic Thin Films)

  • 정인섭
    • 한국자기학회지
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    • 제4권1호
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    • pp.1-6
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    • 1994
  • 본 연구에서는 초 연자성(ultra-soft magnetic) 비정질 박막에서 관찰되는 감쇄가 큰(overdamped) 고주파 자기특성의 원인을 이해함으로써 자기 스핀의 동적 자화거동을 확인하고자한다. 고주파에서의 자화율(susceptibility) 특성곡선에 대한 실험결과와 Gilbert의 운동방정식으로 부터의 계산 결과를 비교하여 초 연자성 박막의 겨우 $\alpha=20$ 정도의 큰 감쇄상수와 무시할 정도로 작은 $D_{x}{\approx}D_{y}{\approx}D_{z}{\approx}0$의 반자장 계수를 구하였다. 이 결과로 부터 불균일 박막의 자화율 특성곡선과 자기 스핀의 동적 자화거동을 설 명하기 위해 vortex 형상의 자화분포를 제안하였다. Vortex형 자화분포는 초 연자성 박막 내의 미세한 자성입자들에서의 안정된 스핀 분포로 형성되며, vortex의 불균일한 스핀운동은 스핀파로 부터의 에너지와 박막내 결함구조와의 상호작용에 의해 큰 감쇄를 갖는 것으로 설명되었다.

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Modeling Sideways Overturning of Agricultural Tractors

  • Kim, K.U.;Park, H.J.
    • 한국농업기계학회:학술대회논문집
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    • 한국농업기계학회 1996년도 International Conference on Agricultural Machinery Engineering Proceedings
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    • pp.379-392
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    • 1996
  • A mathematic model was developed for the simulation of sideways overturning of agricultural tractors on slopes. The overturning motion was described as a combination of the rotational motions with respect to the first and second tipping axes using the principle of conservation of angular mementum. A stability criterion was also established in terms of angular acceleration of tractor about the second tipping axis. Verification of the proposed model was provided by comparing the stability boundaries predicted by computer simulation with those observed experimentally for an equivalent 1/6 scaled mode tractor. A good agreement was shown between the simulation and experimental results.

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Seismic responses of base-isolated nuclear power plant structures considering spatially varying ground motions

  • Sayed, Mohamed A.;Go, Sunghyuk;Cho, Sung Gook;Kim, Dookie
    • Structural Engineering and Mechanics
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    • 제54권1호
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    • pp.169-188
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    • 2015
  • This study presents the effects of the spatial variation of ground motions in a hard rock site on the seismic responses of a base-isolated nuclear power plant (BI-NPP). Three structural models were studied for the BI-NPP supported by different number of lead rubber bearing (LRB) base isolators with different base mat dimensions. The seismic responses of the BI-NPP were analyzed and investigated under the uniform and spatial varying excitation of El Centro ground motion. In addition, the rotational degrees of freedom (DOFs) of the base mat nodes were taken to consider the flexural behavior of the base mat on the seismic responses under both uniform and spatial varying excitation. Finally, the seismic response results for all the analysis cases of the BI-NPP were investigated in terms of the vibration periods and mode shapes, lateral displacements, and base shear forces. The analysis results indicate that: (1) considering the flexural behavior of the base mat has a negligible effect on the lateral displacements of base isolators regardless of the number of the isolators or the type of excitation used; (2) considering the spatial variation of ground motions has a substantial influence on the lateral displacements of base isolators and the NPP stick model; (3) the ground motion spatial variation effect is more prominent on lateral displacements than base shear forces, particularly with increasing numbers of base isolators and neglecting flexural behavior of the base mat.