• Title/Summary/Keyword: 불균일 보

Search Result 141, Processing Time 0.033 seconds

Dynamic Response of Non-Uniform Beams under a Moving Mass (이동질량에 의한 불균일 단면보의 동적응답)

  • 김인우;이영신;이규섭;류봉조
    • Proceedings of the Korean Society of Precision Engineering Conference
    • /
    • 2000.05a
    • /
    • pp.553-556
    • /
    • 2000
  • The paper deals with the dynamic response of non-uniform beams subjected to a moving mass. In the dynamic analysis, the effects of inertia force, elastic force, centrifugal force, Coriolis force and self weight due to moving mass are taken into account. Galerkin's mode summation method is applied for the discretized equations of notion. Numerical results for the dynamic response of the non-uniform beam under a moving mass having various magnitudes and velocities are investigated. Experimental results have a good agrement with predictions

  • PDF

Modal Analysis and Experiment of a Simply-supported Beam with Non-uniform Cross Sections (불균일 단면을 갖는 단순지지 보의 모달해석 및 실험)

  • Kim, In-Woo;Ryu, Bong-Jo;Kim, Youngshik
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.16 no.12
    • /
    • pp.8654-8664
    • /
    • 2015
  • Beam-type structures with non-uniform cross sections are widely used in mechanical, architectural, and civil engineering fields. This paper deals with dynamic characteristics and vibration problems. Governing equations are first derived by using local coordinates. Their solutions are then assumed by using Galerkin's mode summation method. Bisection method is also applied in solving the determinant of the matrix which can provide natural frequencies. Whereas finite element methods adopt admissible functions satisfying only geometric boundary condition, in this study we apply Galerkin's mode summation method which uses eigen-functions satisfying both governing equations and boundary conditions. Modal analysis and experimental tests are finally performed using simply-supported beams with four different non-uniform cross-sections. Our analytical results then show good agreement with experimental ones.

Correspondence Theorem in Viscoelastic Beams (점탄성보에서의 상응원리)

  • 정경환;정관수
    • Proceedings of the Korean Fiber Society Conference
    • /
    • 2002.04a
    • /
    • pp.57-61
    • /
    • 2002
  • 점탄성학은 고분자물과 같이 기계적 성질이 시간에 따라 변하는 물질의 응력과 변형해석에 관한 학문이다. 이에 대한 이전의 문헌들은 균일변형시의 조성식에 대한 주제를 주로 다룬 반면, 경계조건 문제(boundary value problem)로서의 불균일 변형해석에 대한 논의가 부족한 편이다. 본 논문에서는 불균일 변형해석에 유용한 상응원리 (correspondence theorem)[1]을 보이론(beam theory)에 적용하는 경우, 적용가능조건을 유도하는 한편 상응원리를 적용 예를 들어 설명하였다. (중략)

  • PDF

Flexural Vibration of a Bar with Periodically Nonuniform Material Properties (재질이 주기적으로 불균일한 보의 굽힘 진동 해석)

  • 김진오;문병환;김준태
    • The Journal of the Acoustical Society of Korea
    • /
    • v.18 no.3
    • /
    • pp.73-78
    • /
    • 1999
  • The paper describes a theoretical study on the flexural vibration of an elastic flat bar with periodically nonuniform material properties. The approximate solution of the natura1 frequency and mode shape has been obtained using the perturbation technique for sinusoidal modulation of the flexural rigidify and mass density. The numerical solution obtained by using the finite element method verifies the trend of the approximate solution. It appears that distributed vibrations exist in the low modes, and this approach can be extended to the vibration analysis of the p1ate in the flat panel speaker.

  • PDF

Vibration and Stability of Non-uniform Tapered Beams resting on a Two-Layered Elastic Foundation (2층 탄성기초위에 놓인 불균일 테이퍼진 보의 진동과 안정성)

  • 류봉조;임경빈;이종원;한재섭
    • Journal of KSNVE
    • /
    • v.9 no.4
    • /
    • pp.828-834
    • /
    • 1999
  • The paper describes the vibration and the stability of nonuniform tapered beams resting on two-layered elastic foundations. The two-layered elastic foundations are constructed by discributed Winkler springs and shearing layers as ofen used in oil models. Governing equations are derived from energy experssions using Hamilton's Principle. The associated eigenvalue problems are solved to obtain the free vibration frequencies or the buckling loads. Numerical results for the vibration and the stability of beams under an axial force are presented and compared with other available solutions. Finally, vibration frequencies and critical forces are investigated for various thickness ratios, shear foundation parameters, Winkler foundation parameters, and boundary conditions of tapered beams.

  • PDF

Elapsed-time Method With Tacho Pulse Non-uniformity Correction (타코펄스 불균일성 보정이 포함된 펄스간 시간 측정방법)

  • Son, Jun-Won
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.50 no.4
    • /
    • pp.269-275
    • /
    • 2022
  • In ideal configuration, elapsed-time method can measure the exact reaction wheel speed. But in real configuration, the speed measurement error exists due to tacho pulse non-uniformity. In this research, we study the method which overcome the non-uniformity effects. First, we introduce the method which spin the wheel at the specific speed and measure the non-uniformity. Then, we propose the real-time measurement error correction method which uses the obtained non-uniformity information. This method calculate the speed candidates from the elapsed-time method's counts and non-uniformity information, and choose the closest speed to the real speed. Through simulation, we show that proposed method measure the exact speed regardless of non-uniformity, and fast wheel speed control is possible.

Performance of Distributed Clustering Protocol in Heterogeneous Wireless Sensor Networks (불균일 무선 센서네트워크에서의 분산 클러스터링 프로토콜 성능)

  • Nguyen, Quoc Kien;Jeon, Taehyun
    • Journal of Satellite, Information and Communications
    • /
    • v.11 no.3
    • /
    • pp.123-126
    • /
    • 2016
  • Energy efficiency in heterogeneous network is considered as one of the main issues when deploying the wireless sensor network. In heterogeneous network, the random distribution of initial energy at each node could lead to an instability of the network. Therefore, a resonable policy must be established in order to maintain the fairness in energy consumption and extend the working time of each node in the network. In this paper, we evaluate the performance of the distributed clustering protocol (DCP) in heterogeneous network on different scenarios. Simulation results are compared with the results of a LEACH protocol in a heterogeneous network. In addition, the performance of system in heterogeneous network are also compared with the homogeneous network to illustrate the effect of imbalance in the initial energy on the life time of each node in the system. The result illustrates that the DCP protocol demonstrates better performance than LEACH protocol in both the heterogeneous and the homogeneous networks.

Gas hold-up variation with pore size of tray in trayed bubble column (Trayed bubble column 반응기에서 tray의 기공크기에 따른 gas hold-up 변화 연구)

  • Yang, Jung Hoon;Yang, Jung-Il;Kim, Hak-Joo;Chun, Dong Hyun;Lee, Ho-Tae;Jung, Heon
    • 한국신재생에너지학회:학술대회논문집
    • /
    • 2010.11a
    • /
    • pp.133.1-133.1
    • /
    • 2010
  • 슬러리 기포탑 반응기는 열 및 물질 전달의 용이성, 낮은 운전비용 및 장치의 간단성의 장점을 가지고 있어서 Fischer-Tropsch 반응, bio-reaction 등에 많이 응용되고 있다. 그러나 기포탑 반응기 내의 물질 거동은 매우 복잡하기 때문에 많은 연구가 이루어지고 있음에도 불구하고 그 현상에 대한 명확한 이해는 어려운 상황이다. 특히 기포탑반응기 내에 기체의 포집율(gas hold-up)을 증가시키는 것을 목적으로 하는 연구들이 활발히 진행되고 있다. 본 연구에서는 trayed bubble column 반응기에서 tray의 기공크기에 따른 기체 포집율의 변화를 관찰하였다. 실험에 사용된 반응기는 내경이 0.15 m이고 높이 2.0 m의 아크릴 반응기를 이용하였다. 사용된 연속상은 수돗물을 사용하였고 분산상 기체로는 압축공기를 이용하였다. Tray의 기공크기는 1.1 mm부터 14.0 mm까지 변화시키면서 높이별 기체 포집율의 변화를 관찰하였다. 기체 포집율의 변화를 균일흐름 영역과 불균일 흐름 영역에서 그 양상이 다르게 나타났다. 즉 균일계 영역에서는 기공의 크기가 1.1 mm부터 2.9 mm까지 증가시면 기체포집율이 감소하는 반면 2.9 mm 이상에서는 증가하는 것으로 관찰되었다. 반면 불균일 흐름 영역에서는 전반적으로 기공의 크기가 작아질수록 기체포집율이 증가하였다. 또한 각각의 흐흠 영역에서의 기체포집율 증가정도는 확연한 차이를 보이는 것을 알 수 있었다. 이것은 흐름영역의 유체거동에 따라서 기포와 tray 기공사이의 상호작용 메커니즘이 달라지기 때문인 것으로 보인다.

  • PDF

An Analytical Study of Flange Local Buckling of Horizontally Curved I-Girders for Estimate Resonable Stress Gradient (합리적 응력경도 산정을 위한 수평 곡선 I-형 거더의 플랜지 국부좌굴의 해석적 연구)

  • Kim, Hee-Soo;Lee, Kee-Sei;Lee, Jeong-Hwa;Choi, Jun-Ho;Kang, Young-Jong
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.16 no.10
    • /
    • pp.6504-6510
    • /
    • 2015
  • Horizontally curved I-girders are subjected to not only bending moments but also torsional moments. The torsional moment of the plate girder is addition of St. Venant torsion and non-uniform torsion. In the flange of I-shaped plate girder, a kind of open-section, the normal stresses is not distributed uniformly due to the non-uniform torsion. Because of that, one of compression flange tip can be yielded faster than the flange of general straight girder. In other words, the flange local buckling strength is decreased when the girder has initial curvature. In this paper, the numerical analysis is conducted to investigate the average stresses in flange for curved girders. The subtended angle and slenderness ratio are taken as parameters.

Microwave Filter Design using Tapered Transmission Line Theory (테이퍼 전송선 이론을 이용한 마이크로파 여파기 설계)

  • Gwon, Jin-Uk;Choe, Hyeong-Seok;Jang, Ho-Seong
    • Journal of the Institute of Electronics Engineers of Korea TC
    • /
    • v.37 no.3
    • /
    • pp.28-34
    • /
    • 2000
  • In this paper, we derive a spectral function and a new impedance profile of non-uniform tapered transmission lines by applying the Fourier transform to a linearized Riccati equation. We compensate the error which is from a linearized Riccati equation by adding a Taylor series to the impedance profile. Added terms remove discontinuities In the impedance profile at both ends of the non-uniform section. We show that a calculated spectrum approaches to a target spectrum of filter by an iterative method and numerical examples are given to illustrate the role of the phase function. As the design method which is shown in present paper provides a excellent adaptability for the design of non-uniform tapered transmission lines, the present method can be applied to design filters and impedance matching circuits with various passband characteristics.

  • PDF