• 제목/요약/키워드: Integral floating

검색결과 56건 처리시간 0.026초

파랑중 컨테이너선과 하역선의 연결장치에 작용하는 하중계산 (Loads of a Rigid Link Connecting a Container Ship and a Catamaran Type Container Offloading Vessel in Waves)

  • 홍도천;김용욱;한순흥
    • 한국해양환경ㆍ에너지학회지
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    • 제13권2호
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    • pp.83-90
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    • 2010
  • 해양파 중에서 2개 선체가 가까운 거리에 계류되어있는 경우에 2선체의 운동을 엄밀한 파 중 2 부유체 운동이론에 의하여 계산하였다. 2 선체의 방사 및 산란파 포텐셜은 특이파 수 현상이 없는 주파수영역 Improved Green 적분방 정식으로부터 구하였다. 규칙파 중에서 근접한 2선체가 서로 연결되지 않은 경우와 강체 연결장치로 병렬 계류된 된 경우의 운동 및 강체연결체에 작용하는 6방향 힘과 모오멘트를 해석하는 기법과 수치실험 결과도 보였다.

OWC 플랜트 주위 파랑변형 (Wave deformation due to oscillating water column plant)

  • 김용직;김동준;윤길수;류청로;홍석원
    • 한국해양공학회지
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    • 제11권2호
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    • pp.77-90
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    • 1997
  • Wave deformation due to Oscillating water column (OWC) plant was studied. To solve this problem, three dimensional numerical method based on Improved Green integral equation was applied. Method condition was considered as well as fixed condition and freely floating condition. From the calculation results, main characteriatic of wave deformation due to OWC plant were discussed. Also, some calculations for the floating barge were performed to confirm the validity of numerical solution of the method.

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말뚝계류된 부방파제의 공간파랑제어 및 동적거동에 관한 연구 (Three-Dimensional Wave Control and Dynamic Response of Floating Breakwater Moored by Piers)

  • 김도삼;윤희면
    • 한국해안해양공학회지
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    • 제14권3호
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    • pp.183-191
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    • 2002
  • 해수교환이 우수하고, 조차에 따라 상·하로 자유롭게 운동하며, 연약지반과 대수심역에도 설치될 수 있다는 것을 일반적인 부방파제의 주요한 특징으로 들 수 있다. 본 연구는 말뚝계류된 부방파제에 의한 3차원파랑제어와 동적인 거동을 경계적분법과 고유함수전개법을 병용하는 수치해석법으로부터 논의한다. 여기서, 말뚝계류시스템은 연직운동만이 허용되고 다른 운동성분들은 모두 구속되며, 체인계류시스템보다도 파랑에너지의 흡수가 많은 것으로 알려져 있다. 본 연구에서는 말뚝계류에 있어서 말뚝과 본체인 폰툰과의 사이에 작용하는 마찰력과 같은 저항력은 고려되지 않는다. 수치해석결과에 따르면 부방파제의 홀수와 폭의 변화는 파랑제어에 큰 영향을 미치고, 입사파의 주기가 길면 부방파제를 통한 전달파가 크다는 것을 알 수 있다. 그리고, 부방파제의 연직운동은 단주기파에서 크게 나타난다.

공기챔버형 부소파제의 투과 및 산란파 해석 (Numerical Study of Transmisson and Reflection Coefficients of a BBDB-Type Floating Breakwater)

  • 홍도천;김현주;홍사영
    • 대한조선학회논문집
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    • 제42권1호
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    • pp.18-23
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    • 2005
  • The transmission and reflection coefficiencies of a BBDB-type floating breakwater in water of finite depth are studied taking account of fluctuating air pressure in the air chamber. The wave potential is calculated by a hybrid integral equation consisting of a Green integral equations associated with the Rankiue Green function inside the BBDB and the Kelvin Green function outside. The transmission and reflection coefficients of the breakwater are obtained directly from the potential solution in the outer region.

해양구조물의 동요해석을 위한 Hybrid적분방정식법의 요소분할 개선에 관한 연구 (A Study on the improvement of element division of hydrid integral method for analyzing of the offshore structures)

  • 이상엽
    • 한국산업융합학회 논문집
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    • 제2권2호
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    • pp.3-10
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    • 1999
  • Recently, It is proceeding the project of offshore structures in the many contury. A hybrid boundary-integral method is developed for computing wave forces on floating bodies. In this method, using the cylindric boundary for deviding elements, it is convenient to analysis but is difficult to apply to the rectangular or slender bodies. Thus, in this paper, I propose the new method by using the fictitious vertical cylinder of arbitary cross-section and shows results of the numerical analysis for testing.

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간섭식 부방파제의 2차원 단면형상 소파성능 (Performance Characteristics of Interference-Type Floating Breakwaters with Various two-dimensional Sectional Shapes)

  • 송무석;김도영
    • 한국해양환경ㆍ에너지학회지
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    • 제8권2호
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    • pp.67-73
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    • 2005
  • 부방파제의 특성을 간단히 검토하고 수치해법을 이용하여 소파성능을 분석하였다. 비점성 포텐셜 유동의 일반적인 해법인 경계면적분법을 사용하였고, 다양한 형상의 부방파제 2차원 단면특성을 투과율을 중심으로 살펴보았다. 계류계의 강도와 질량관성반경 및 흘수의 영향을 기본적인 폰툰 형태에 대하여 고찰하였고, 사다리꼴, 중절모형상, 탁자 형상 등의 단면에 대하여 형상에 변화를 주며 소파특성을 조사하였다. 각 단면마다 효과적인 소파가 기대되는 입사파의 파장이 달라지지만 입사파의 파장과 부체의 길이비가 10 이상이 되는 경우까지 만족스런 소파가 이루어지는 경우도 있다.

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비특이화 간접경계적분방정식 방법을 이용한 부유식 구조물의 유체동역학적 거동에 대한 주파수영역 해석 (Frequency Domain Analysis for Hydrodynamic Responses of Floating Structure using Desingularized Indirect Boundary Integral Equation Method)

  • 오승훈;정동호;조석규;남보우;성홍근
    • 대한조선학회논문집
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    • 제56권1호
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    • pp.11-22
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    • 2019
  • In this paper, a Rankine source method is applied and validated to analyze the hydrodynamic response of a three-dimensional floating structure in the frequency domain. The boundary value problems for radiation and diffraction problem are solved by using a desingularized indirect boundary integral equation method (DIBIEM). The DIBIEM is simpler and faster than conventional methods based on the numerical surface integration of Green's function because the singularities of Green's function are located outside of fluid regions. In case of floating structure with complex geometry, it is difficult to desingularize the singularities of Green's function consistently. Therefore a mixed approach is carried out in this study. The mixed approach is partially desingularized except singularities of the body. Wave drift loads are calculated by the middle-field formulation method that is mathematically simple and has fast convergence. In order to validate the accuracy of the developed program, various numerical simulations are carried out and these results are analyzed and compared with previously published calculations and experiments.

NUMERICAL METHOD IN WAVE-BODY INTERACTIONS

  • MOUSAVIZADEGAN S. H.;RAHMAN M.
    • Journal of applied mathematics & informatics
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    • 제17권1_2_3호
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    • pp.73-91
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    • 2005
  • The application of Green's function in calculation of flow characteristics around submerged and floating bodies due to a regular wave is presented. It is assumed that the fluid is homogeneous, inviscid and incompressible, the flow is irrotational and all body motions are small. Two methods based on the boundary integral equation method (BIEM) are applied to solve associated problems. The first is a low order panel method with triangular flat patches and uniform distribution of velocity potential on each panel. The second method is a high order panel method in which the kernels of the integral equations are modified to make it nonsingular and amenable to solution by the Gaussian quadrature formula. The calculations are performed on a submerged sphere and some floating spheroids of different aspect ratios. The excellent level of agreement with the analytical solutions shows that the second method is more accurate and reliable.

부유식 OWC 파력발전 챔버의 파 표류력해석 (Mean Drift Force Acting on a Floating OWC Wave Power Device)

  • 홍도천;홍사영;홍석원
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2002년도 학술대회지
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    • pp.373-376
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    • 2002
  • The drift force acting on a floating OWC chamber in waves is studied taking account of fluctuating air pressure in the air chamber. A velocity potential in the water due to the free surface oscillating pressure patch is added to the conventional radiation-diffraction potential problem. The potential problem inside the chamber is formulated by making use of the Green integral equation associated with the Rankine Green function while the outer problem with the Kelvin Green function. The drift forces as well as the chamber motions are calculated taking account of the air pressure in the chamber.

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다중 OWC챔버 구조물의 운동해석 (A Study on the Multiple OWC Chamber Motion in Waves)

  • 홍도천;홍사영;홍석원
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2002년도 추계학술대회 논문집
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    • pp.202-205
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    • 2002
  • The motion of a floating body with multiple owe chambers in waves is studied taking account of fluctuating air pressure in the chambers. The atmospheric pressure drop in one chamber is interrelated with the drop in the other chamber. Velocity potential in the water due to the free surface oscillating pressure patches is calculated by making use of the hybrid Green integral equation. The chamber motion in the frequency domain is calculated for various values of parameters related to the atmospheric pressure drop in the multiple chambers.

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