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    Numerical simulation of 2-D fluid-structure interaction with a tightly coupled solver and establishment of the mooring model

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    https://www.riss.kr/link?id=A107798463

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    In this study, a newly enhanced Fluid-Structure Interaction (FSI) model which incorporates mooring lines was used to simulate a floating structure. The model has two parts: a Computational Fluid Dynamics (CFD) model and a mooring model. The open-source CFD OpenFOAM® v1712 toolbox was used in the present study, and the convergence criteria and relaxation method were added to the computational procedure used for the OpenFOAM multiphase flow solver, interDyMFoam. A newly enhanced, tightly coupled solver, CoupledinterDyMFoam, was used to decrease the artificial added mass effect, and the results were validated through a series of benchmark cases. The mooring model, based on the finite element method, was established in MATLAB® and was validated against a benchmark analytical elastic catenary solution and numerical results. Finally, a model which simulates a floating structure with mooring lines was successfully constructed by connecting the mooring model to CoupledinterDyMFoam.
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    In this study, a newly enhanced Fluid-Structure Interaction (FSI) model which incorporates mooring lines was used to simulate a floating structure. The model has two parts: a Computational Fluid Dynamics (CFD) model and a mooring model. The open-sourc...

    In this study, a newly enhanced Fluid-Structure Interaction (FSI) model which incorporates mooring lines was used to simulate a floating structure. The model has two parts: a Computational Fluid Dynamics (CFD) model and a mooring model. The open-source CFD OpenFOAM® v1712 toolbox was used in the present study, and the convergence criteria and relaxation method were added to the computational procedure used for the OpenFOAM multiphase flow solver, interDyMFoam. A newly enhanced, tightly coupled solver, CoupledinterDyMFoam, was used to decrease the artificial added mass effect, and the results were validated through a series of benchmark cases. The mooring model, based on the finite element method, was established in MATLAB® and was validated against a benchmark analytical elastic catenary solution and numerical results. Finally, a model which simulates a floating structure with mooring lines was successfully constructed by connecting the mooring model to CoupledinterDyMFoam.

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    참고문헌 (Reference)

    1 Lara, J. L., "Wave and current interaction with moored floating bodies using overset method" 2018

    2 Jung, K. H., "Viscous effect on the roll motion of a rectangular structure" 132 (132): 190-200, 2006

    3 Pinguet, R., "Validation of open-source overset mesh method using free-decay tests of floating offshore wind turbine" 2020

    4 Ransley, E. J., "Survivability of wave energy converters using CFD" 109 : 235-247, 2017

    5 Ito, S., "Study of the Transient Heave Oscillation of a Floating Cylinder" Massachusetts Institute of Technology 1977

    6 Jeng Hei Chow, "Strongly coupled partitioned six degree-of-freedom rigid body motion solver with Aitken's dynamic under-relaxation" 대한조선학회 8 (8): 320-329, 2016

    7 Hsiao, Y., "Simulation of wave-current interaction with a sinusoidal bottom using OpenFOAM" 94 : 101998-, 2020

    8 구원철, "Simplified formulas of heave added mass coefficients at high frequency for various two-dimensional bodies in a finite water depth" 대한조선학회 7 (7): 115-127, 2015

    9 Tae-Hwan Joung, "Shape optimization of an autonomous underwater vehicle with a ducted propeller using computational fluid dynamics analysis" 대한조선학회 4 (4): 44-56, 2012

    10 Devolder, B., "Review of the Implicit Motion Solver Algorithm in OpenFOAM® to Simulate a Heaving Buoy" 2015

    1 Lara, J. L., "Wave and current interaction with moored floating bodies using overset method" 2018

    2 Jung, K. H., "Viscous effect on the roll motion of a rectangular structure" 132 (132): 190-200, 2006

    3 Pinguet, R., "Validation of open-source overset mesh method using free-decay tests of floating offshore wind turbine" 2020

    4 Ransley, E. J., "Survivability of wave energy converters using CFD" 109 : 235-247, 2017

    5 Ito, S., "Study of the Transient Heave Oscillation of a Floating Cylinder" Massachusetts Institute of Technology 1977

    6 Jeng Hei Chow, "Strongly coupled partitioned six degree-of-freedom rigid body motion solver with Aitken's dynamic under-relaxation" 대한조선학회 8 (8): 320-329, 2016

    7 Hsiao, Y., "Simulation of wave-current interaction with a sinusoidal bottom using OpenFOAM" 94 : 101998-, 2020

    8 구원철, "Simplified formulas of heave added mass coefficients at high frequency for various two-dimensional bodies in a finite water depth" 대한조선학회 7 (7): 115-127, 2015

    9 Tae-Hwan Joung, "Shape optimization of an autonomous underwater vehicle with a ducted propeller using computational fluid dynamics analysis" 대한조선학회 4 (4): 44-56, 2012

    10 Devolder, B., "Review of the Implicit Motion Solver Algorithm in OpenFOAM® to Simulate a Heaving Buoy" 2015

    11 Wu, Y. T., "Propagation of solitary waves over a bottom-mounted barrier" 62 : 31-47, 2012

    12 OpenCFD, "OpenFOAM: the Open Source CFD Toolbox: User Guide"

    13 Chen, L., "Numerical study of roll motion of a 2-D floating structure in viscous flow" 28 (28): 544-563, 2016

    14 Hou, G., "Numerical methods for fluid-structure interaction-a review" 12 (12): 337-377, 2012

    15 Niewiarowski, A., "Modeling underwater cable structures subject to breaking waves" 164 : 199-211, 2018

    16 Davidson, J., "Mathematical modelling of mooring systems for wave energy converters - a review" 10 (10): 2017

    17 Luongo, A., "Mathematical Models of Beams and Cables" 2013

    18 Küttler, U., "Fixed-point fluid-structure interaction solvers with dynamic relaxation" 43 (43): 61-72, 2008

    19 Kim, M., "Experimental and numerical estimation on roll damping and pressure on a 2-D rectangular structure in free roll decay test" 196 : 106801-, 2020

    20 Dunbar, A. J., "Development and validation of a tightly coupled CFD/6-DOF solver for simulating floating offshore wind turbine platforms" 110 : 98-105, 2015

    21 Mavrakos, S. A., "Deep water mooring dynamics" 9 (9): 181-209, 1996

    22 Malta, E. B., "Damping coefficient analyses for floating offshore structures" 2010

    23 van Loon, R., "Comparison of various fluid-structure interaction methods for deformable bodies" 85 (85): 833-843, 2007

    24 F€orster, C., "Artificial added mass instabilities in sequential staggered coupling of nonlinear structures and incompressible viscous flows" 196 (196): 1278-1293, 2007

    25 Pomeranz, S. B., "Aitken's D2 method extended" 4 (4): 2017

    26 Yvin, C., "Added mass evaluation with a finite-volume solver for applications in fluidestructure interaction problems solved with co-simulation" 81 : 528-546, 2018

    27 Newmark, N. M., "A method of computation for structural dynamics" 85 (85): 67-94, 1959

    28 Maza, M., "A coupled model of submerged vegetation under oscillatory flow using NaviereStokes equations" 80 : 16-34, 2013

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    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2023 평가 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
    2020-01-01 등재 등재학술지 유지 (해외등재 학술지 평가) KCI등재
    2013-10-01 등재 SCIE 등재 (등재유지) KCI등재
    2011-01-01 등재 등재후보학술지 유지 (기타) KCI등재후보
    2009-01-01 등재 SCIE 등재 (기타) KCI등재후보
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    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 0.56 0.18 0.54
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    0.49 0.47 0.475 0.04
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