• Transactions of the Korean Society for Noise and Vibration Engineering
• /
• v.25 no.6
• /
• pp.384-390
• /
• 2015

The vibration analysis of rotating inward beams considering the pre-twisted is presented based on Euler-Bernoulli beam theory. The frequency equations, are calculated using hybrid deformation variable modeling along with the Rayleigh-Ritz assumed mode methods. In this study, resulting system of ordinary differential equations shows the effects of angular speed, and Young's modulus ratio. It is believed that the results will be a reference with which other researchers and commercial FE analysis program, ANSYS can compare their result.

• Proceedings of the Computational Structural Engineering Institute Conference
• /
• 2006.04a
• /
• pp.681-688
• /
• 2006

This paper has the object of investigating natural frequencies of tapered thick plate on pasternak foundation by means of finite element method and providing kinetic design data for mat of building structures. Finite element analysis of rectangular plate is done by use of rectangular finite element with 8-nodes. In order to analysis plate which is supported on pasternak foundation. the Winkler parameter is varied with 10, $10^2,\;10^3$ and the shear foundation parameter is 5, 10. This paper is analyzed varying thickness by taper ratio. The taper ratio is applied as 0.0, 0.25, 0.5, 0.75, 1.0 respectively.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 1995.04a
• /
• pp.307-312
• /
• 1995

장거리 시스템의 경우에 있어서 기동과 정지 시의 동적하중은 구동부 입력크기의 변화와 구동부간이 기동 시간차이로부터 발생되며, 벨트로 전파되어 장력변화를 일으키고, 과도한 장력의 변화는 인장과 압축의 탄성파로 벨트요소의 응력을 증가시키며, 벨트, 풀리, 아이들러(idler)등의 벨트요소들을 파괴시킨다. 따라서 동적해석에 의한 설계가 필수적으로 요구되어 벨트의 동적거동 해석에 대한 연구가 많이 수행되고 있다. 본 연구에서는 벨트 컨베이어 시스템을 집중질량모델(lumped mass model)로 근사하여 모델링하는 방법을 도입하여 세부요소에 대한 운동방정식을 유도하고, 각 요소 모델링을 결합하여 전체 운동방정식을 수립하였으며, 예제 시스템에 적용하여 동적거동을 해석하였다. 예제 시스템에 있어서 기동시의 구동입력을 두 가지 형태의 입력을 이용하였고, 정지시에는 구동부 브레이크가 없는 경우로 정상운전상태에서 순간적으로 구동부의 동력을 제거하는 방법을 적용하였다. 시뮬레이션 결과를 통하여 기동시의 구동입력을 적절히 제어하므로 벨트 속도와 장력의 변화를 줄일 수 있는 입력형태를 결정할 수 있었고, 이 때의 테이크업의 운동도 구할 수 있었다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2004.05a
• /
• pp.805-809
• /
• 2004

This paper is for the vibration analysis of thick plate with concentrated mass on a inhomogeneous pasternak foundation. The vibration of rectangular plate on the inhomogeneous pasternak foundation, natural frequency of this plate with Concentrated Mass are calculated A thick rectangular plate resting on a inhomogeneous pasternak foundation is isotropic, homogeneous and composite with linearly elastic material. In order to analysis plate which is supported on inhomogeneous pasternak foundation, the value of winkler foundation parameter(WFP) of centural and border zone of plate are chosen as WFP1 and WFP2 respectively. The value of WFP1 and WFP2 can be changed as 10, 10$^3$ and the value of SFP(shear foundation parameter) also be changed 5, 15 respectively.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2000.06a
• /
• pp.718-723
• /
• 2000

Dynamic stability of an axially oscillating cantilever beam with a concentrated mass is investigated in this paper. The equations of motion are derived and the derived equations include harmonically oscillating parameters which originate from the motion-induced stiffness variation. Under certain conditions of the frequency and the amplitude of oscillating motion, parametric instabilities may occur. The multiple scale perturbation method is employed to obtain the stability analysis results. It is found that the system stability varies with the magnitude or the location of the concentrated mass. Instability increases as the concentrated mass approaches to the free-end or its magnitude increases.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2000.06a
• /
• pp.695-700
• /
• 2000

The dynamic stability of spinning beam with free boundary conditions for both edges subjected to a tip follower force $P_0+P_1cos{\Omega}t$ is analyzed. It is studied that the beam has a concentrated mass. and then the effects of the axial locations of the mass are studied. The beam is modelled with the Timoshenko type shear deformations. The Hamilton's principle is used to derive the equations of motion, and the critical spinning speed of a beam subjected to a follower force with various non-dimensional parameters is investigated. The finite elements are used with $C^0$ continuity to analyze the spinning beam model, and the method of multiple scales is tried to investigate the dynamic instability regions. The governing equations of motion involve periodic coefficients, which are not in the form of standard Mathieu-Hill equations. The result shows that the concentrated mass increases the dynamic stability of the spinning free-free beam subjected to a thrust.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.16 no.8
• /
• pp.1438-1445
• /
• 1992

A new and efficient method is presented to evaluate contact force and motion of an electric railway simple catenary-pantograph system. Overhead lines are regarded as simple strings, and hangers connected to the strings are replaced with concentrated forces acting on them. The displacement of strings due to concentrated forces caused by hangers and pantograph is expressed using Green's function. A system of linear algebraic equations in terms of unknown forces is derived based upon the compatibility requirement at the location of hangers and pantograph. This procedure is more analytic in formulation compared to the existing methods such as finite difference method or normal modes method, and it is expected to be more accurate. Present method has additional advantage that it requires neither numerical differentiation nor system eigenvalues.

• Transactions of the Korean Society for Noise and Vibration Engineering
• /
• v.15 no.2 s.95
• /
• pp.219-224
• /
• 2005

Vibration response of the tower structure of a 750kW wind turbine (W/T) generator is investigated by measurement and analysis. Acceleration response of the W/T tower under various operation condition is monitored in real time by the vibration monitoring system using LabVIEW. Resonance state of the tower structure is diagnosed in the operating speed range. Resonance frequency range of the test model is investigated with the wind speed data of the test site. To predict the tower resonance frequency, tower is modeled as an equivalent beam with a lumped mass and Rayleigh energy method is applied. Calculated tower bending frequency is in good agreement with the measured value and the result shows that the simplified model can be used in the design stage of the W/T tower.

• Transactions of the Korean Society for Noise and Vibration Engineering
• /
• v.22 no.11
• /
• pp.1049-1056
• /
• 2012

The forced vibration response characteristics of a cracked pipe conveying fluid with a concentrated mass are investigated in this paper. Based on the Euler-Bernoulli beam theory, the equation of motion is derived by using Hamilton's principle. The effects of concentrated mass and fluid velocity on the forced vibration characteristics of a cracked pipe conveying fluid are studied. The deflection response is the mid-span deflection of a cracked pipe conveying fluid. As fluid velocity and crack depth are increased, the resonance frequency of the system is decreased. This study will contribute to the decision of optimum fluid velocity and crack detection for the valve-pipe systems.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2011.08a
• /
• pp.58-58
• /
• 2011

고밀도 플라즈마는 재료의 표면 처리, 박막의 증착, 식각 등에 집중적으로 응용되어 왔다. 주요이슈들은 전자기적 관점에서 바라본 전력 전달 메커니즘, 전자 충돌 과정을 포함하는 원자물리학적 과정들, 흡착, 탈착, 스퍼터링 등의 표면 화학 공정들이다. 각각을 이해하는 도구들은 주로 플라즈마 진단 장치(전기탐침, 분광기, 질량분석기, 전압-전류측정기)와 초고진공 표면 분석 장치(XPS, AES)및 실시간 표면 분광 해석기등이 이용되어 왔다. 여기에 유체 모델을 이용한 3차원 수치 해석이 가능해지면서 균일한 공정 결과를 얻기 위한 플라즈마 증착/식각 시스템 디자인 원리의 많은 부분의 이해가 진전을 이루고 있다. 본 발표에서는 고밀도 유도 결합 플라즈마 발생 시스템, 마그네트론 스퍼터링, 펄스 전원 등의 영향이 어떻게 박막 가공 시스템의 성능에 영향을 주고 있으며 이에 대한 해결 노력들이 갖는 학문적, 실제적인 의미에 대해서 고찰한다.