• 제목/요약/키워드: structure/fluid interaction

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유한요소법을 이용한 지진하중을 받는 교량의 구조물-유체-지반 동적 상호작용해석 (Dynamic Analysis of Structure-Fluid-Soil Interaction Problem of a Bridge Subjected to Seismic-Load Using Finite Element Method)

  • 류희룡;박영택;이재영
    • 한국농공학회논문집
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    • 제50권4호
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    • pp.67-75
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    • 2008
  • In construction facilities such as bridges, the fluid boundary layer(or water film) is formed at the structure-soil interface by the inflow into the system due to rainfall or/and rising ground-water. As a result, the structure-soil interaction(SSI) state changes into the structure-fluid-soil interaction(SFSI) state. In general, construction facilities may be endangered by the inflow of water into the soil foundation. Thus, it is important to predict the dynamic SFSI responses accurately so that the facilities may be properly designed against such dangers. It is desired to have the robust tools of attaining such a purpose. However, there has not been any report of a method for the SFSI analyses. The objective of this study is to propose an efficient method of finite element modelling using the new interface element named hybrid interface element capable of giving reasonable predictions of the dynamic SFSI response. This element enables the simulation of the limited normal tensile resistance and the tangential hydro-plane behaviour, which has not been preceded in the previous studies. The hybrid interface element was tested numerically for its validity and employed in the analysis of SFSI responses of the continuous bridge subjected to seismic load under rainfall or/and rising ground-water condition. It showed that dynamic responses of the continuous bridge resting on direct foundation may be amplified under rainfall condition and consequently lead to significant variation of stresses.

Dynamic Analysis of AP1000 Shield Building Considering Fluid and Structure Interaction Effects

  • Xu, Qiang;Chen, Jianyun;Zhang, Chaobi;Li, Jing;Zhao, Chunfeng
    • Nuclear Engineering and Technology
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    • 제48권1호
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    • pp.246-258
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    • 2016
  • The shield building of AP1000 was designed to protect the steel containment vessel of the nuclear reactor. Therefore, the safety and integrity must be ensured during the plant life in any conditions such as an earthquake. The aim of this paper is to study the effect of water in the water tank on the response of the AP1000 shield building when subjected to three-dimensional seismic ground acceleration. The smoothed particle hydrodynamics method (SPH) and finite element method (FEM) coupling method is used to numerically simulate the fluid and structure interaction (FSI) between water in the water tank and the AP1000 shield building. Then the grid convergence of FEM and SPH for the AP1000 shield building is analyzed. Next the modal analysis of the AP1000 shield building with various water levels (WLs) in the water tank is taken. Meanwhile, the pressure due to sloshing and oscillation of the water in the gravity drain water tank is studied. The influences of the height of water in the water tank on the time history of acceleration of the AP1000 shield building are discussed, as well as the distributions of amplification, acceleration, displacement, and stresses of the AP1000 shield building. Research on the relationship between the WLs in the water tank and the response spectrums of the structure are also taken. The results show that the high WL in the water tank can limit the vibration of the AP1000 shield building and can more efficiently dissipate the kinetic energy of the AP1000 shield building by fluid-structure interaction.

마이크로기계 공진 센서의 유체-구조물 상호 작용 해석 (Fluid-structure interaction analysis of micromechanical resonance sensor)

  • 강인구;신윤혁;임홍재;임시형
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2009년도 추계학술대회 논문집
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    • pp.309-313
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    • 2009
  • A micromechanical resonance sensor detects the resonance frequency shift due to mass or adsorption induced surface stress change during molecular adsorption or interaction on its surface. The resonance sensor is surrounded by gas or liquid solution during operation. To study the resonance shift phenomena depending on its surrounding environment, fluid-structure interaction of the resonance sensor has been analyzed for the different fluid environment and boundary conditions using finite element analysis.

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유동/구조 연성해석기법을 이용한 Foil Bearing의 변형 및 유동 특성 해석 (An Analysis of the Flow Characteristics and Deformation of a Multileaf Foil Bearing by Using the Fluid/structure Interaction Method)

  • 김영규;허남건
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2002년도 학술대회지
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    • pp.607-610
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    • 2002
  • As machines become smaller and faster multileaf foil bearings are used to overcome the problems with heat, friction and wear Systems with foil bearings do not need a separate system for lubrication. These bearings are self acting and are therefore green systems. Until now, there have been many studies on the structural and dynamical performances. Therefore the object of the present study is to predict the flow and structural characteristics by using the Fluid/structure interaction method. The increase in RPM led to the increase in pressure, temperature difference, maximum velocity, Mach number, shear stress and torque. In the case of 90,000 RPM effects such as choking led to a non-lineararity in the system. Also the effect of eccentricity ratio was observed and showed that eccentricity increased the maximum pressure and the density difference while decreasing the shear stress and torque.

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Wakes of two inline cylinders at a low Reynolds number

  • Zafar, Farhan;Alam, Md. Mahbub;Muhammad, Zaka;Islam, Md.
    • Wind and Structures
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    • 제29권1호
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    • pp.55-64
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    • 2019
  • The effect of vortex impingement on the fluid dynamics around a cylinder submerged in the wake of another of different diameters is numerically investigated at a Reynolds number Re = 200. While the diameter (D) of the downstream cylinder is fixed, impinging vortices are produced from the upstream cylinder diameter (d) varied as d/D = 0.24, 0.4, 0.6, 0.8 and 1.0, with a spacing ratio L=5.5d, where L is the distance between the center of the upstream cylinder to the front stagnation point of the downstream cylinder. Two-dimensional simulations are carried out using the finite volume method. Fluid forces acting on the two cylinders are correlated with impinging vortices, vortex shedding, and wake structure. Different facets of wake formation, wake structure, and flow separation and their connections to fluid forces are discussed.

유체/구조 연계 변형효과를 고려한 케스케이드의 성능평가 (Performance Evaluation of Cascade Considering Fluid/Structure Coupling Deformation)

  • 오세원;김동현;김유성;박웅
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.275-282
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    • 2007
  • In this study, a fluid-structure interaction (FSI) analysis system has been developed in order to evaluate the turbine cascade performance with blade structural deformation effect. Relative movement of the rotor with respect to stator is reflected by modeling independent two computational domains. To consider the deformed position of rotor airfoil, dynamic moving grid method is applied. Reynolds-averaged Navier-Stokes equations with one equation Spalart-Allmaras and two-equation SST $k-{\varepsilon}$ turbulence models are solved to predict unsteady fluid dynamic loads. A fully implicit time marching scheme based on the Newmark direct integration method with high artificial damping is used to compute the fluid-structure interaction problem. Cascade performance evaluations for different elastic axis positions are presented and compared each other. It is importantly shown that the predicted aerodynamic performance considering structural deformation effect of blade can show some deviations compared to the data generally computed from rigid blade configurations and the position of elastic axis also tend to give sensitive effect.

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Lock-in and drag amplification effects in slender line-like structures through CFD

  • Belver, Ali Vasallo;Iban, Antolin Lorenzana;Rossi, Riccardo
    • Wind and Structures
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    • 제15권3호
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    • pp.189-208
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    • 2012
  • Lock-in and drag amplification phenomena are studied for a flexible cantilever using a simplified fluid-structure interaction approach. Instead of solving the 3D domain, a simplified setup is devised, in which 2D flow problems are solved on a number of planes parallel to the wind direction and transversal to the structure. On such planes, the incompressible Navier-Stokes equations are solved to estimate the fluid action at different positions of the line-like structure. The fluid flow on each plane is coupled with the structural deformation at the corresponding position, affecting the dynamic behaviour of the system. An Arbitrary Lagrangian-Eulerian (ALE) approach is used to take in account the deformation of the domain, and a fractional-step scheme is used to solve the fluid field. The stabilization of incompressibility and convection is achieved through orthogonal quasi-static subscales, an approach that is believed to provide a first step towards turbulence modelling. In order to model the structural problem, a special one-dimensional element for thin walled cross-section beam is implemented. The standard second-order Bossak method is used for the time integration of the structural problem.

무한 유체 영역에서의 파전파 해석 및 유체-구조물 상호작용 해석을 위한 실용적 수치 모형 (Practical Numerical Model for Wave Propagation and Fluid-Structure Interaction in Infinite Fluid)

  • 조정래;한성욱;이진호
    • 한국전산구조공학회논문집
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    • 제34권6호
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    • pp.427-435
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    • 2021
  • 환경시설물, 댐과 같은 유체를 저장하는 시설물을 대상으로 엄밀하게 지진 거동을 평가하기 위해서는 유체-구조물 상호작용을 고려한 해석이 필요하다. 특히, 댐-호소 계와 같이 상류 방향으로 무한 영역을 가지는 경우에는 이를 적절히 고려해야 할 필요가 있다. 본 연구에서는 댐-호소 계와 같은 반무한 유체 영역을 갖는 시스템을 대상으로 무한 영역의 파전파 해석 및 유체-구조물 상호작용 해석을 위한 실용적인 수치 모형을 제시하였다. 시간영역에 적용가능한 방법으로 정확하면서도 경계적인 해석이 가능하다. 무한 유체 영역에 대해서는 일반 acoustic finite element 대신 작은 개수의 mid-point integrated acoustic finite element를 적용하고 최종 경계에는 점성경계를 부과한다. 제안하는 방법의 유효성과 정확성을 검증하기 위해 강체 댐체를 가정한 반무한 호소계를 대상으로 적용하는 요소의 개수, 모델링 영역 크기 등을 매개변수로 해석해와 비교·검증하였다. 제안된 방법을 적용하여 댐-호소 계의 유체-구조물 상호작용을 부가질량을 사용하는 경우와 비교하였다.

유체로 연성된 동일한 두 직사각 평판의 고유진동 해석 (Free Vibration Analysis of Two Identical Rectangular Plates Coupled with Fluid)

  • 정경훈;이성철;유계형
    • 한국안전학회지
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    • 제17권2호
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    • pp.8-15
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    • 2002
  • In order to investigate the vibration characteristics of fluid-structure interaction problem, we modeled two identical rectangular plates coupled with fluid. A commercial computer code, ANSYS was used to perform finite element analysis and FEM solutions were compared with the experimental results to verify the finite element model. As a result, comparison of FEM and experiment showed good agreement, and the transverse vibration modes, in-phase and out-of-Phase, were observed alternately in the fluid-coupled system. The effect of fluid gap size on the fluid-coupled natural frequency were investigated. It was shown that the mode numbers increased, the normalized natural frequencies monotonically increased. And it was also found that an increase of the fluid gap reduced the coupled natural frequencies for the in-phase modes but increased the coupled natural frequencies for the out-of phase modes, and eventually converged to the results of an infinite fluid gap.

더미 및 실 블레이드 안테나 조류충돌 해석 및 시험 (Bird Strike Analysis and Test Report of Dummy and Real Blade Antenna)

  • 정한의
    • 항공우주시스템공학회지
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    • 제12권5호
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    • pp.24-31
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    • 2018
  • 항공기의 블레이드 안테나에 대해 더미와 실 안테나의 조류충돌 해석과 시험을 수행하였다. 해석에서 조류는 SPH(Smooth Particle Hydrodynamics) 방법을 이용하여 모델링하였으며, 유체-구조 연성해석 (FSI, Fluid-Structure Interaction) 기법으로 조류와 안테나, 기체 체결부의 거동을 시뮬레이션 하였다. 실제 조류를 사용한 시험을 수행하여 안테나와 동체 사이의 체결부 손상 및 이탈여부를 확인하였으며, 항공기 기체의 구조건전성과 해석 및 시험 결과 사이의 상관성이 있음을 입증하였다.