• 제목/요약/키워드: Hydrodynamic Motion Analysis

검색결과 233건 처리시간 0.026초

유체-구조물 상호작용이 원자로내부구조물의 동적응답에 미치는 영향 (The Effect of Fluid-Structure Interaction on the Dynamic Response of Reactor Internals)

  • 정명조;박찬국;황원걸
    • 전산구조공학
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    • 제6권4호
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    • pp.73-82
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    • 1993
  • 원자로내부구조물은 유체속에 잠겨있기 때문에 동적해석시 이의 영향을 고려해야한다. 본 논문에서는 지진 및 배관파단에 대한 원자로내부구조물의 동적해석을 위한 비선형해석모델을 제시하였고 유체-구조물 상호작용의 효과를 고려하는 방법에 대하여 설명하였다. 실제 해석을 통하여 유체-구조물 상호작용이 원자로내부구조물의 응답에 미치는 영향을 조사한 결과 지진해석시에는 유체-구조물 상호작용을 나타내는 hydrodynamic coupling항이 첨가됨으로써 높은 응답이 나왔으나, 배관파단시에는 이와 반대의 결과가 나왔다.

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CFD 해석을 활용한 선박의 순수 횡동요 시험 연구 (Study on Pure Roll Test of a Ship Using CFD Simulation)

  • 마이티로안;보안코아;윤현규
    • 대한조선학회논문집
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    • 제59권6호
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    • pp.338-344
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    • 2022
  • Roll moment usually is ignored when analyzing the maneuverability of surface ships. However, it is well known that the influence of roll moment on maneuverability is significant for ships with small metacentric height such as container ships, passenger ships, etc. In this study, a pure roll test is performed to determine the hydrodynamic derivatives with respect to roll motion as added mass and damping. The target ship is an autonomous surface ship designed to carry containers with a small drift and large freeboard. The commercial code of STAR CCM+ software is applied as a specialized tool in naval hydrodynamic based on RANS equation for simulating the pure roll of the ship. The numerical uncertainty analysis is conducted to verify the numerical accuracy. By distinguishing the in-phase and out-of-phase from hydrodynamic forces and moments due to roll motion, added mass derivatives and damping derivatives relative to roll angular velocity are obtained.

에너지 소산 모델을 이용한 잠수된 가동식 방파제의 유체동역학적 성능 수치해석 (Numerical Analysis of Hydrodynamic Performance of a Movable Submerged Breakwater Using Energy Dissipation Model)

  • 김도현;구원철
    • 대한조선학회논문집
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    • 제49권4호
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    • pp.287-295
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    • 2012
  • Hydrodynamic performance of a movable submerged breakwater was analyzed using energy dissipation model. Based on two-dimensional boundary element method the equation of motion including a viscous dissipation term proportional to velocity squared was solved by Newton-Raphson method. Energy dissipation coefficients as well as reflection and transmission coefficients of a submerged flat plate were calculated with various plate lengths and thickness. Both real and imaginary components of body displacement and forces were used to solve the motion of breakwater accurately. The effect of the magnitude of dissipation coefficient on the body displacement was evaluated. The results from the potential theory with no dissipation term were found to be an overestimate in resonance frequency.

손상침수로 자세변화된 바지형 선박의 파랑하중해석 (Waveload Analysis for Heeled Barges with Flooded Compartments)

  • 홍도천;홍사영
    • 대한조선학회논문집
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    • 제42권4호
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    • pp.379-387
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    • 2005
  • A ship may suffer sinkage and heel due to flood in a compartment caused by damage on a deck. The motion and waveloads of the heeled ship floating in waves have been analyzed by making use of a three dimensional potential theory taking account of the hydrodynamic pressure in the flooded compartments. The shear forces and bending moments due to radiation-diffraction waves have been calculated by the direct integration of the 3-d hydrodynamic pressure on the outer and inner hulls of floating barges. The motion responses and the relative flow rate across the mean free surface of the water in the flooded compartments are also presented.

구속모형시험을 이용한 잠수함의 동유체력 계수 추정 및 동안정성 평가 (Estimation of Hydrodynamic Derivatives and Dynamic Stability for Submarine Using Captive Model Test)

  • 정재훈;옥지훈;이치승;이제명;이승건
    • 한국항해항만학회지
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    • 제39권3호
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    • pp.173-178
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    • 2015
  • 최근 국내외적으로 수중 유도무기체계 개발로 다양한 형태의 수중운동체 기술이 발전되고 있다. 특히 수중운동체 중 하나인 잠수함은 한국의 특수한 상황에서 최적의 선형설계를 위한 신뢰도 높은 조종성 평가 기술이 요구되며, 이를 위한 정확한 동유체력 계수의 추정 또한 중요한 연구 분야라 할 수 있다. 따라서 본 논문에서는 잠수함 모형을 대상으로 구속모형시험인 VPMM (Vertical Planar Motion Mechanism) 시험을 실시하여 정밀도 높은 동유체력 계수를 추정하였다. 그리고 추정된 연직면 운동에 대한 선형 (Linear) 동유체력 계수 (Hydrodynamic derivatives)들을 이용하여 동안정성 (Dynamic Stability)을 판별하였다. 그 결과, 이론추정치와의 비교를 통해 동유체력 계수의 타당성이 검증되었으며, 잠수함의 연직면 동안정성도 양호한 것으로 평가되었다. 즉, 무한수심으로 정의되는 심도 6.0의 깊은 수심으로 갈수록 주기에 따른 변화가 작아지며, 이론추정치에 근사함을 확인할 수 있었다. 한편 연직면 동안정성 판별에 있어서는, 0보다 큰 양(+)의 값을 가짐으로서 연직면 운동에 대한 동안정성을 만족하는 것으로 나타났다.

규칙파 중 TLP의 유탄성응답 해석 (Hydroelastic Response Analysis of TLPs in Regular Waves)

  • 하영록;이승철;구자삼
    • 동력기계공학회지
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    • 제14권2호
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    • pp.48-54
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    • 2010
  • An improved numerical scheme, to which the hydroelastic method is adapted, is introduced for predicting the motion and structural responses of tension leg platforms(TLPs) in regular waves. The numerical approach in this work is based on a combination of the three dimensional source distribution method and the finite element method. The hydrodynamic interactions among TLP members, such as columns and pontoons, are included in the motion and structural response analysis. The drag forces on the submerged slender members, which are proportional to the square of relative velocity, are included in order to estimate the responses of members with better accuracy. Comparisons with other results verify the works in this paper.

주성분 분석을 통한 선박 조종 중 4자유도 동역학 특성 연구 (A Study on 4DOF Ship Dynamics in Maneuver by Principal Component Analysis)

  • 김동환;김민창;이승범;서정화
    • 대한조선학회논문집
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    • 제61권1호
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    • pp.29-43
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    • 2024
  • The present study concerns a feasibility study for applying principal component analysis to ship dynamics in maneuver. Using the four degrees of freedom standard modular model for ship dynamics maneuver simulations of large angle zigzag tests with rudder deflection angle variations are conducted. The datasets of ship motion, hydrodynamic force, and moment during the maneuver are acquired to identify the principal modes. The covariance matrix of obtained ship dynamics variables shows a strong linear correlation between the motion, hydrodynamic force, and moment, except the surge force. Four eigenvectors of the covariance matrix are selected as the principal modes of ship dynamics. Using the principal modes, ship motion in turning circle and zigzag tests is reconstructed, showing good agreement with the original data.

공조용 압축기 축 거동 측정용 베어링 내장형 센서 (The built-in sensor bearing to measure shaft behavior of compressor for air-conditioning)

  • 김지운;안형준;김지영;한동철;윤정호;황인수
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 2001년도 제34회 추계학술대회 개최
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    • pp.230-236
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    • 2001
  • We developed a built-in sensor bearing to measure the rotor motion of a rolling piston type compressor for the air conditioner. Because of needs for the high efficiency and long life span of compressor, and the usage of alternative refrigerants, the operating condition of the compressor becomes more severe. The accurate measurement of the rotor motion of the compressor can contribute greatly to the design and analysis of the hydrodynamic bearing. However, it is difficult to measure accurately the shaft behavior of small compressor because of the small space for the sensor mount, high temperature and pressure of compressor, oil mixed with refrigerant, and electromagnetic noise of the motor. To overcome these difficulties, we develop the cylindrical capacitive sensor that is built in the hydrodynamic bearing and calibrate the built-in sensor bearing indirectly through measuring the oil relative permittivity. We measured the rotor motion as well as suction and discharge pressures in various conditions. The several experimental results show that the developed built-in sensor bearing can measure the rotor motion not only in steady state but also in transient state.

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기준 좌표계에 따른 탄성체의 일반화 파랑 하중 및 응답에 대한 연구 (Investigation on the Generalized Hydrodynamic Force and Response of a Flexible Body at Different Reference Coordinate System)

  • 허경욱;최윤락
    • 대한조선학회논문집
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    • 제58권6호
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    • pp.348-357
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    • 2021
  • In this paper, the generalized hydrodynamic force and response of a flexible body are calculated at different reference coordinate systems. We generalize the equation of motion for a flexible body by using the conservation of momentum (Mei et al., 2005). To obtain the equations in the generalized mode, two different reference coordinates are adopted. The first is the body-fixed coordinate system by a rigid body motion. The other is the inertial coordinate system which has been adopted for the analysis. Using the perturbation scheme in the weakly-nonlinear assumption, the equations of motion are expanded up to second-order quantities and several second-order forces are obtained. Numerical tests are conducted for the flexible barge model in head waves and the vertical bending is only considered in the hydroelastic responses. The results show that the linear response does not have the difference between the two formulations. On the other hand, second-order quantities have different values for which the rigid body motion is relatively large. However, the total summation of second-order quantities has not shown a large difference at each reference coordinate system.

유체-구조물 상호작용을 고려한 직사각형 액체저장탱크의 단순해석법 (Simplified Analysis of Rectangular Liquid Storage Tanks Considering Fluid-Structure Interaction)

  • 이진호;조정래
    • 한국지진공학회논문집
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    • 제26권5호
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    • pp.203-209
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    • 2022
  • A simplified method for earthquake response analysis of a rectangular liquid storage tank is proposed with fluid-structure interaction considered. In order to simplify the complex three-dimensional structural behavior of a rectangular liquid storage tank, it is assumed that structural deformation does not occur in the plane parallel to the direction in which the earthquake ground motion is applied but in the plane perpendicular to the direction. The structural deformation is approximated by combining the natural modes of the simple beam and the cantilever beam. The hydrodynamic pressure, the structure's mass and stiffness, and the hydrodynamic pressure's added mass are derived by applying the Rayleigh-Ritz method. The natural frequency, structural deformation, pressure, effective mode mass, and effective mode height of the rectangular liquid storage tank are obtained. The structural displacement, hydrodynamic pressure, base shear, and overturning moment are calculated. The seismic response analysis of an example rectangular liquid storage tank is performed using the proposed simplified approach, and its accuracy is verified by comparing the results with the reference solution by the finite element method. Existing seismic design codes based on the hydrodynamic pressure in rigid liquid storage tanks are observed to produce results with significant errors that cannot be ignored.