• Title/Summary/Keyword: Coupling Element

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Analysis of Moving Body Characteristics by Coupling Finite Element Method and Motion Equation (유한요소법과 운동방정식의 결합에 의한 운동체의 특성 해석)

  • 김영선;이준호;이기식;이복용
    • Journal of the Korean Magnetics Society
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    • v.6 no.5
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    • pp.281-286
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    • 1996
  • For the accurate analysis of motional characteristics of electrical machines, it is needed to solve the motion equations together with the electromagnetic field equations. In this paper the sequential coupling of systems, the spring mass system and the electromagnetic system, is adopted. The induced current and the magnetic fields are calculated by finite element method(FEM) with given speed. And then, with the computed elec-tromagnetic force, the mechanical equations are solved by the Runge-Kutta method. The above two processes are repeated sequentially to obtain the time domain solutions. The resultant values are applied to the energy conservation law to prove the usefulness of the proposed sequential method.

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An Analysis on Current Limiting characteristics of an SFCL using Magnetic Coupling between Two Coils through Computer Simulation (시뮬레이션을 통한 자기결합을 이용한 초전도 한류기의 전류제한 특성 분석)

  • Kim, Jin-Seok;Ahn, Jae-Min;Lim, Sung-Hun;Moon, Jong-Fil;Kim, Jae-Chul;Kim, Chul-Hwan;Hyun, Ok-Bae
    • Progress in Superconductivity and Cryogenics
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    • v.10 no.1
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    • pp.42-47
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    • 2008
  • In this paper, the fault current limiting characteristics for the superconducting fault current limiter(SFCL) using magnetic coupling between two coils were investigated. The SFCL consists of a high-$T_c$ superconducting(HTSC) element and two coils. This SFCL has different characteristics that depend on the connection form, the winding direction and the inductance ratio of two coils. The impedance and the operational current of the SFCL can be adjusted higher or lower than the resistance and the critical current of HTSC element. Therefore, the SFCL can change the amplitude of the limited fault current. To confirm it, the HTSC element was modeled and the fault current limiting characteristics of the SFCL were analysed through computer simulation. It was obtained from the analysis that the connection form and the winding direction of two coils of the SFCL were the important design parameters.

Coouping Losses of the Round HTS Wires with Stacked Filaments and Radial Filaments (적층형 필라멘트와 방사형 필라멘트 구조를 갖는 원형 초전도선의 결합손실)

  • 신정욱;차귀수;이지광;한송엽
    • Progress in Superconductivity and Cryogenics
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    • v.2 no.1
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    • pp.40-44
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    • 2000
  • The round HTS wire is easier to handle than the rectangular HTS tape. This paper describes the coupling losses of the round HTS wires by finite element method. Effect of the round HTS wire are considered. Two types of Filaments arrangement, stacked filament and radial filaments, are considered. Calculation results show that coupling losses of the round HTS wire vary only a little with the direction of external magnetic field.

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Magnetic Field Analysis of Wireless Power Transfer via Magnetic Resonant Coupling or Electric Vehicle

  • Kesamaru, Katsumi
    • Journal of international Conference on Electrical Machines and Systems
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    • v.3 no.1
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    • pp.83-87
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    • 2014
  • This paper describes the magnetic field analysis of wireless power transfer via magnetic resonant coupling. The wireless power transfer system for supplying power to electric vehicle is developed. The parameters of coil transfer system are simulated by the finite element method (FEM). Therefore the coil structure of power transfer system can be accurately analyzed. This paper deals with 3kW wireless transfer system.

Design and evaluation of small size six-axis force/torque sensor using parallel plate sturcture (병렬판구조를 이용한 소형 6축 힘/토크센서의 설계 및 특성평가)

  • Joo, Jin-Won;Na, Gi-Su;Kim, Gap-Sun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.22 no.2
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    • pp.353-364
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    • 1998
  • This paper describes the design processes and evaluation results of a small-sized six-axis force/torque sensor. The new six-axis force/torque sensor including S-type structure has been developed using a parallel plate structure as a basic sensing element. In order tominimize coupling errors, the location of strain gages has been determined based on the finite element analysis and the connections of strain gages have been made such that the bridge circuit with 4 strain gages becomes balanced. Several design modifications result in a similar strain sensitivity for six-axis forces and moments, and the reduced coupling errors of 2.6% FS between each forces and moments. Calibration test results show that the six-axis load cell developed which has light weight of 135g and the maximum capacities of 196 N in forces and 19.6 N.m in moments is estimated to be within 7.1% FS in coupling error.

Partitioned coupling strategies for fluid-structure interaction with large displacement: Explicit, implicit and semi-implicit schemes

  • He, Tao
    • Wind and Structures
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    • v.20 no.3
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    • pp.423-448
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    • 2015
  • In this paper the unsteady fluid-structure interaction (FSI) problems with large structural displacement are solved by partitioned solution approaches in the arbitrary Lagrangian-Eulerian finite element framework. The incompressible Navier-Stokes equations are solved by the characteristic-based split (CBS) scheme. Both a rigid body and a geometrically nonlinear solid are considered as the structural models. The latter is solved by Newton-Raphson procedure. The equation governing the structural motion is advanced by Newmark-${\beta}$ method in time. The dynamic mesh is updated by using moving submesh approach that cooperates with the ortho-semi-torsional spring analogy method. A mass source term (MST) is introduced into the CBS scheme to satisfy geometric conservation law. Three partitioned coupling strategies are developed to take FSI into account, involving the explicit, implicit and semi-implicit schemes. The semi-implicit scheme is a mixture of the explicit and implicit coupling schemes due to the fluid projection splitting. In this scheme MST is renewed for interfacial elements. Fixed-point algorithm with Aitken's ${\Delta}^2$ method is carried out to couple different solvers within the implicit and semi-implicit schemes. Flow-induced vibrations of a bridge deck and a flexible cantilever behind an obstacle are analyzed to test the performance of the proposed methods. The overall numerical results agree well with the existing data, demonstrating the validity and applicability of the present approaches.

A Study on Vibration Characteristic of Stiffened Plates with Fluid Coupling Effect inside a Tank (탱크 내부 유체 연성 효과에 의한 보강판의 진동 특성 연구)

  • Jeong, Woo-In;Kwon, Jong-Hyun;Kim, Mun-Su
    • Special Issue of the Society of Naval Architects of Korea
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    • 2015.09a
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    • pp.56-62
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    • 2015
  • In ship structure, many parts are in contact with inner or outer fluid as stern, ballast and oil tanks. Fatigue damages are sometimes observed in these tanks which seem to be caused by resonance with exciting force of engine and propeller. Vibration characteristics of these tanks in contact with fluid are significantly affected by fluid coupling effect. Therefore it is important to exactly predict vibration characteristics of tank structure. In order to estimate the vibration characteristics, the fluid-structure interaction(FSI) problem should be solved precisely. But it is difficult to estimate exactly the magnitude of the fluid coupling effect because it has some problems such as a fluid-structure interaction, influence by the free surface, vibration modes of structural panels and depth of water. In this paper, with fluid coupling effect, the effect of structural constraint between panels on the vibration characteristics are investigated numerically and discussed.

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Seismic performance of moment resisting steel frames retrofitted with coupled steel plate shear walls with different link beams

  • Amir Masoumi Verki;Adolfo Preciado;Pegah Amiri Motlagh
    • Steel and Composite Structures
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    • v.46 no.5
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    • pp.591-609
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    • 2023
  • In some buildings, the lateral structural response of steel framed buildings depends on the shear walls and it is very important to study the behavior of these elements under near-field seismic loads. The link beam in the opening of the shear wall between two wall plates is investigated numerically in terms of behavior and effects on frames. Based on the length of the beam and its bending and shear behavior, three types of models are constructed and analyzed, and the behavior of the frames is also compared. The results show that by reducing the length of the link beam, the base shear forces reduce about 20%. The changes in the length of the link beam have different effects on the degree of coupling. Increasing the length of the link beam increases the base shear about 15%. Also, it has both, a positive and a negative effect on the degree of coupling. The increasing strength of the coupling steel shear wall is linearly related to the yield stress of the beam materials, length, and flexural stiffness of the beam. The use of a shorter link beam will increase the additional strength and consequently improving the behavior of the coupling steel shear wall by reducing the stresses in this element. The link beam with large moment of inertia will also increase about 25% the additional strength and as a result the coefficient of behavior of the shear wall.

4-Channel Patch Array Antennas for Home Network System

  • Min Kyeong-Sik;Kim Dong-Jin
    • Journal of electromagnetic engineering and science
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    • v.5 no.3
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    • pp.122-125
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    • 2005
  • This paper describes a design of a miniature patch antenna and its 4-channle array for 5.25 GHz wireless LAN band. Each patch element is designed for the low mutual coupling between each element and for the small size of the array antenna. The size of the each element is $7 mm{\times}14.5 mm{\times}5.6 mm$ and it satisfy IEEE 802.11a frequency band. It is arrayed for independent 4-channel operation. The total size of the array antenna is $35.6 mm{\times}52.5 mm{\times}5.6 mm$. The measured reflection coefficients and the radiation patterns of the fabricated antennas show the reasonable agreements with prediction.

Modeling and Validation of RK4 Multi Axis Rotor system (RK4 다축 회전체 시스템의 동역학모델링 및 검증)

  • Kwonn, Ki Beom;Han, Jeong Sam;Jeon, ByungChul;Jung, Joonha;Youn, Byeng D.
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2014.04a
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    • pp.233-237
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    • 2014
  • In this paper, the finite element modeling of the RK4 rotor kit system (RK4) and then frequency analysis and transient analysis, and was compared with the actual experimental results. RK4 manufactured by General Electric for the purpose of education and research. It is composed of two shaft, Two shaft is connected using a flexible coupling, one disk is mounted. The analytical model is modeled by using the ANSYS finite element analysis program commercially available. Based on impact hammer test results, material properties and the stiffness of the bearing and coupling was tuned. Considering the operating conditions and the vibration response of the analytical model were compared with experimental results.

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