• 한국전산유체공학회지
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• 제20권3호
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• pp.20-26
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• 2015

This paper introduces a computational method for analysis of the 6-DOF motions of a ship in waves using an overset grid technique which consists of inner and outer domains for representing body motions and numerical wave tank, respectively. High order interpolation scheme is employed to increase numerical accuracy over the interface where physical values, such as velocities and pressure, interact between the inner and outer domains. The numerical schemes and algorithm are addressed in the present paper. An application to motion of KCS container carrier in head waves is presented, and the comparison of responses on heave and pitch motions shows good agreement with those of model tests.

• Earthquakes and Structures
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• 제18권1호
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• pp.97-111
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• 2020

Cylindrical steel tanks are important components of industrial facilities. Their safety becomes a crucial issue since any failure may cause catastrophic consequences. The aim of the paper is to show the results of comprehensive FEM numerical investigation focused on the response of cylindrical steel tanks under mining tremors and moderate earthquakes. The effects of different levels of liquid filling, the influence of non-uniform seismic excitation as well as the aspects of diagnosis of structural damage have been investigated. The results of the modal analysis indicate that the level of liquid filling is really essential in the structural analysis leading to considerable changes in the shapes of vibration modes with a substantial reduction in the natural frequencies when the level of liquid increases. The results of seismic and paraseismic analysis indicate that the filling the tank with liquid leads to the substantial increase in the structural response underground motions. It has also been observed that the peak structural response values under mining tremors and moderate earthquakes can be comparable to each other. Moreover, the consideration of spatial effects related to seismic wave propagation leads to a considerable decrease in the structural response under non-uniform seismic excitation. Finally, the analysis of damage diagnosis in steel tanks shows that different types of damage may induce changes in the free vibration modes and values of natural frequencies.

• 대한조선학회논문집
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• 제44권3호
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• pp.258-266
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• 2007

CFD calculations are performed for KRISO 3600TEU container ship(KCS) models with different Reynolds numbers. Numerical calculations of the turbulent flows with the free surface around KCS have been carried out at $Re=0.791{\times}106\;and\;Re=1.4{\times}107$ using a standard Fluent package. In both cases, Froude number is fixed with 0.26 and wave elevation is simulated by using the VOF method. The calculated results at $Re=1.4{\times}107\;and\;Re=0.791{\times}106$ are compared with the experiment data of KRISO towing tank test and RIMS CWC test, respectively. Boundary layer thickness and wake field shows Reynolds number differences. There are some changes in wave pattern behind transom stern.

• Journal of Ship and Ocean Technology
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• 제12권4호
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• pp.1-6
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• 2008

Nowadays, the computational capability and graphical power based on PCs increase very rapidly every year. As a result, the complicated engineering or scientific problems that could have only been handled by supercomputers a couple of decades ago can now be routinely run on PCs. Besides, the PCs can be assembled in parallel to increase its computational capability theoretically without limitation. The Web-based interface and communication tools are also being enhanced very rapidly and the real-time distance learning (E-Learning) and project cooperation on web get increasing attention. Using the-state-of-the-art computational method, a number of complicated and computationally intensive problems are being solved by PCs. The results can be well demonstrated on screen by graphics and animation tools. Those examples include the simulations of fully nonlinear waves, their interactions with floating bodies, global-motion analysis of multi-unit floating production system including complicated mooring lines and risers. Several examples will be presented in this regard. Also, Web and java-applet based educational tools have been developed at Texas A&M University for better understanding of waves and wave-body interactions. The background and examples of such Web-based educational tools published in Kim et al. (2003) are briefly introduced here.

• 대한토목학회논문집
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• 제34권3호
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• pp.859-871
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• 2014

본 연구에서는 염분과 온도차에 의한 밀도류를 해석하기 위하여 기존의 3차원 파동장 모델(LES-WASS-3D ver. 1.0)을 토대로 염분과 온도에 관한 상태방정식 및 3차원 이류-확산 방정식을 도입하여 새로운 수치모델(LES-WASS-3D ver. 2.0)을 개발하였다. 새롭게 개발한 수치모델의 적용성을 검토하기 위하여 기존의 수리모형실험결과와 비교 분석하였다. 그 결과, 이류-확산하는 해수의 형태 및 연직 염분농도 뿐만 아니라 방출하는 온수의 유속 및 온도를 매우 잘 재현하는 것으로 나타났다. 이로써 본 연구에서 개발한 수치모델의 타당성 및 유효성이 검증되었다.

• 한국해양공학회지
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• 제18권2호
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• pp.1-9
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• 2004

As the first step to investigate the nonlinear interactions between turbulence and marine structures inside a viscous NWT, a LES technique was applied to solve the turbulent channel flow for =150. The employed turbulence models included 4 types: the Smagorinsky model, the Dynamic SGS model, the Structure Function model, and the Generalized Normal Stress model. The simulated data in time-series for the LESs were averaged in both time and space, and statistical analyses were performed. The results of the LESs were compared with those of a DNS, developed in the present study and two spectral methods by Yoon et al.(2003) and Kim et a1.(1987). Based on this research, the accuracy of LESs has been found to be still related to the number of grids for fine grid size).

• 한국해안해양공학회지
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• 제8권1호
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• pp.37-43
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• 1996

본 논문에서는 2차원 수조의 임의 지점에서 쇄파를 만드는 실험방법에 대하여 논하였다. 쇄파를 만들기 위해서 임의의 지점에 각 성분의 파정이 모이도록 위상차를 갖는 선형파를 합성하여 조파기를 작동시켰다. 또한 조파판의 운동진폭을 조절하여 다양한 파기울기에 대하여 실험을 수행하였다. 실험 결과 운동진폭이 너무 작은 경우에는 쇄파현상이 일어나지 않았고 불규칙한 파형만이 나타났으며, 최대파고가 H=0.0113g/T$^2$ 이상이어야 쇄파 현상이 나타남을 확인하였다. 쇄파의 모양은 대부분 경우에 spilling 형태였고, 특정한 운동진폭일 때 plunging 형태의 쇄파를 관찰할 수 있었다. 한편 비점성, 비압축성 유체로 가정하여 얻어진 경계적분방정식을 고차경계요소로 이산화하여 수치계산을 수행하였다. 자유표면의 처리를 위해서 Mixed Euler-Lagrangian 기법을 이용하였다 수치결과는 자유표면에서 주파수간의 상호간섭의 영향을 제대로 반영하고 있으며, 실험에서 계측한 파형을 제대로 모사하고 있음을 확인할 수 있었다.

• 해양환경안전학회지
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• 제25권5호
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• pp.601-608
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• 2019

본 연구에서는 선수 돌출의 반전형 선수 형상을 가진 고속 쌍동선의 선체부착 부가물에 의한 주행성능 영향에 대하여 수치해석과 회류수조 모형시험을 통하여 비교분석하였다. 반전형 선수 형상은 재래식 선수 형상보다 선수 발산파 파정의 생성위치를 선미방향으로 이동시켜 개선된 조파형상을 보이며, 저항 및 안정된 항주자세에 효과적임을 보였다(Kim et al., 2019). 본 연구에서의 반전형 선수 내측에 부착된 핀과 선미단 인터셉터(Interceptor)에 의한 파형과 항주자세 변화 등 주행성능에 대한 모형시험 결과에서는, 1) 반전형 선수의 Trim 특성 2) Fin에 의한 내측 파의 중첩 개선 3) Fin과 Interceptor에 의한 자세제어는 두 선체 연결갑판(Wetdeck) 충격을 줄이는데 효과적인 것으로 판단된다.

• 수산해양교육연구
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• 제11권2호
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• pp.184-202
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• 1999

The roll damping characteristics of the three models of a small fishing(3 ton class fishing vessel), such as the bare hull, hull with bilge keels, and hull with bilge keels and a central wing are investigated by the free roll and head waves tests in calm water in a towing tank with the various forward speeds, initial angles and OG's. The experimental results are compared with the numerical results of mathematical modelings by the energy method for these three models and the energy dissipation patterns are also compared. And the wave length variations are also included. The experimental results are compared with the numerical results of mathematical modelings by the energy method for these three models and the energy dissipation patterns are also compared. The roll damping moment of the models is increased for zero speed cases, but as the speed increases, the effect of the waves on the roll damping of the models with the additional devices is negligible due to the much increased damping caused by the lift increase.

• Structural Engineering and Mechanics
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• 제35권6호
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• pp.759-772
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• 2010

Seismic isolation is a well-known method to mitigate the earthquake effects on structures by increasing their fundamental natural periods at the expense of larger displacements in the structural system. In this paper, the seismic response of isolated and fixed base vertical, cylindrical, liquid storage tanks is investigated using a Finite Element Model (FEM), taking into account fluid-structure interaction effects. Three vertical, cylindrical tanks with different ratios of height to radius (H/R = 2.6, 1.0 and 0.3) are numerically analyzed and the results of response-history analysis, including base shear, overturning moment and free surface displacement are reported for isolated and non-isolated tanks. Isolated tanks equipped by lead rubber bearings isolators and the bearing are modeled by using a non-linear spring in FEM model. It is observed that the seismic isolation of liquid storage tanks is quite effective and the response of isolated tanks is significantly influenced by the system parameters such as their fundamental frequencies and the aspect ratio of the tanks. However, the base isolation does not significantly affect the surface wave height and even it can causes adverse effects on the free surface sloshing motion.