• 한국해양공학회지
• /
• 제15권2호
• /
• pp.11-21
• /
• 2001

The focus of this paper is on the numerical investigation of obliquely incident wav interactions with a system composed of fully submerged and floating dual buoy/vertical-flexible-membrane breakwaters placed in parallel with spacing between two systems. The fully submerged two systems allow surface and bottom gaps to enable wave transmission over and under the system. The problem is formulated based on the two-dimensional multi-domain hydro-elastic linear wave-body interaction theory. The hydrodynamic interaction of oblique incident waves with the combination of the rigid and flexible bodies was solved by the distribution of the simple sources (modified Bessel function of the second kind) that satisfy the Helmholz governing equation in fluid domains. A boundary element program for three fluid domains based on a discrete membrane dynamic model and simple source distribution method is developed. Using this developed computer program, the performance of various dual systems varying buoy radiuses and drafts, membrane lengths, gaps, spacing, mooring-lines stiffness, mooring types, water depth, and wave characteristics is thoroughly examined. It is found that the fully submerged and floating dual buoy/membrane breakwaters can, if it is properly tuned to the coming waves, have good performances in reflecting the obliquely incident waves over a wide range of wave frequency and headings.

• 해양환경안전학회지
• /
• 제25권7호
• /
• pp.961-967
• /
• 2019

본 연구에서는 큰 침하량과 동적트림을 가지는 선박에 대하여 전산유체역학(CFD)을 기반으로 하여 효율적인 저항성능 추정 방법을 제시하였다. 본 방법에서 효율적이라 함은 점성 유동해석 이전에 비 점성 유동해석의 침하량과 동적트림 결과를 이용하여 선박의 큰 자세를 설정하고 DFBI(Dynamic Fluid Body Interaction) 방법에 의한 점성 유동해석을 수행한 것이다. 본 방법을 방법I로 명하였다. 방법I는 해석 전에 큰 자세를 설정함으로 인해 중첩격자(Overset Mesh) 기법을 사용하지 않는 단순한 격자시스템(Fig. 3 참고)을 사용하면 된다. 이로 인해 방법I는 계산시간 단축 및 계산의 정도를 높일 수 있는 장점이 있다. 점성 유동해석은 상용 CFD 코드인 STAR-CCM+를 사용하였다. 방법I의 첫 번째 점성 유동해석 결과는 최종 수렴된 결과와 비교하였을 때 저항 값에서 최대 1 % 내에서 차이를 보임을 확인 하였다. 중첩격자가 아닌 단순 격자시스템에 의한 STAR-CCM+에서 제공하는 DFBI 기법을 활용하여 계산단계 별로 변화된 자세에 대하여 매번 격자를 변경하여 수렴된 결과를 도출하였다. 본 방법을 방법II로 명하였다. 방법II의 저항 값과 비교하였을 때 방법I은 선속에 따라 0.03 % ~ 0.6 %의 차이를 보였다. 방법I의 결과는 수조모형시험과의 비교를 통해서 정성적 그리고 정량적으로 타당함을 확인하였다.

• 드라이브 ㆍ 컨트롤
• /
• 제17권1호
• /
• pp.44-50
• /
• 2020

For the requirement of accurate tracking control and the safety of physical human-robot interaction, torque control is basically desirable for humanoid robots. Because of the complexity of humanoid robot dynamics, the TDC (time-delay control) is practical because it does not require a dynamic model. However, there occurs a considerable error due to discontinuous non-linearities. To solve this problem, the TDC-FLC (fuzzy logic compensator) is applied to humanoid robots. The applied controller contains three factors: a TDE (time-delay estimation) factor, a desired error dynamic factor, and FLC to suppress the TDE error. The TDC-FLC is easy to execute because it does not require complicated humanoid dynamic calculations and the heuristic fuzzy control rules are intuitive. TDC-FLC is implemented on the whole body of a humanoid, not on biped legs even though it is performed by a virtual humanoid robot. The simulation results show the validity of the TDC-FLC for humanoid robots.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2008년도 춘계학술대회논문집
• /
• pp.21-24
• /
• 2008

The present study numerically investigates the glottal airflow characteristics as well as acoustic features of phonation fully coupled with dynamic behavior of vocal folds. The vocal folds are described by a low-dimensional body-covered model characterized by bio-mechanical parameters such as glottal width, vocal folds stiffness, and subglottal pressure. The flow in the vocal tract is modeled as an incompressible, axisymmetric form of the Navier-Stokes equations (INS), while the acoustic field is predicted by the linearized perturbed compressible equations (LPCE). The computed result shows that a two-mass model of vocal folds is sufficient to reproduce temporal variations in oral airflow and glottis motion produced by female speakers. It is also found that i) the glottal width has a significant effect on the amplitude of glottal flow, and thus on the amplitude of acoustic wave in the vocal tract, ii) the vocal fold tension is the main control parameter for the fundamental frequency of phonation, iii) the subglottal pressure plays an appreciable role on reproduction of the self-sustained oscillation of vocal folds, and iv) the strength of pulsating airflow and vortical structures are primarily affected by glottal width and subglottal pressure, and are closely related to pitch, loudness, and voice quality. Finally, more comprehensive explanation about the difference between one- and two-mass models is presented with discussion of effectiveness of vocal folds oscillation and voice quality.

• Coupled systems mechanics
• /
• 제8권5호
• /
• pp.393-414
• /
• 2019

This paper presents seismic analysis of concrete gravity dams considering soil-structure-fluid interaction. Displacement based plane strain finite element formulation is considered for the dam and foundation domain whereas pressure based finite element formulation is considered for the reservoir domain. A direct coupling method has been adopted to obtain the interaction effects among the dam, foundation and reservoir domain to obtain the dynamic responses of the dam. An efficient absorbing boundary condition has been implemented at the truncation surfaces of the foundation and reservoir domains. A parametric study has been carried out considering each domain separately and collectively based on natural frequencies, crest displacement and stress at the neck level of the dam body. The combined frequency of the entire coupled system is very less than that of the each individual sub-system. The crest displacement and neck level stresses of the dam shows prominent enhancement when coupling effect is taken into consideration. These outcomes suggest that a complete coupled analysis is necessary to obtain the actual responses of the concrete gravity dam. The developed methodology can easily be implemented in finite element code for analyzing the coupled problem to obtain the desired responses of the individual subdomains.

• 한국해양공학회지
• /
• 제23권6호
• /
• pp.7-11
• /
• 2009

The dynamic responses and drift forces in waves of a floating circular fish cage are analyzed considering hydroelastic effects. The method of generalized mode is used to calculate the hydroelastic responses of the floater of cage. The elastic mode shapes, generalized mass, and stiffness in dry mode are evaluated by using a structural analysis code. The higher-order boundary element method is adopted to analyze the interaction between fluid and deformable structure. Some results of vertical motions and drift forces are shown and compared with those for a rigid body.

• 한국해양공학회:학술대회논문집
• /
• 한국해양공학회 2003년도 춘계학술대회 논문집
• /
• pp.185-191
• /
• 2003

A numerical study on the hydrodynamic properties of a floating flexible breakwater consisting of triple vertical porous membrane structures attached to a floating rigid pontoon restrained by moorings is carried out in the context of two-dimensional linear wave-flexible body interaction theory. The tensions in the triple membranes are achieved by hanging a clump weight from its lower ends. The clump weight is also restrained properly by moorings. The dynamic behavior of the breakwater was described through an appropriate Green function, and the fluid multi-domains are incorporated into the boundary integral equation. Numerical results are presented which illustrate the effects of the various wave and structural parameters on the efficiency of the breakwater as a barrier to wave action. It is found that the wave reflection and transmission properties of the structures depends strongly on the membrane length taking major fraction of water column, the magnitude of tensions on membrane achieving by the clump weight, proper mooring types and stiffness, the permeability on the membrane dissipating wave energy.

• 대한조선학회논문집
• /
• 제61권2호
• /
• pp.77-87
• /
• 2024

In the present study, seakeeping performance for an amphibious vehicle in regular head waves was analyzed and evaluated experimentally and numerically. First, seakeeping tests were performed to confirm the vehicle's motion response of heave, pitch motion and vertical acceleration in restricted wavelength ratio conditions for a simplified vehicle shape. Numerical analyses were also conducted for a simplified vehicle shape to validate the numerical solver. To simulate the vehicle's motions, multi-degrees of freedom were calculated by a dynamic fluid-body interaction solver in STAR-CCM+. Comparison between numerical and experimental results was carried out for a simplified vehicle shape. Numerical results are in good agreement with experimental results. Second, numerical analyses were performed for a detailed vehicle shape considering seaway wavelength conditions. The seakeeping performance for an amphibious vehicle was evaluated by comparing with the existing ship's seakeeping performance standards.

• 한국전산구조공학회논문집
• /
• 제29권1호
• /
• pp.9-18
• /
• 2016

고층빌딩이나 해양 라이저와 같은 세장 구조물은 구조시스템의 동적 불안정의 주요 원인인 와류유기진동(vortex-induced vibration, VIV)에 의한 동하중에 매우 취약하다. 와류유기진동이 라이저의 고유진동수 영역에서 발생하는 경우 Lock-in현상으로 피로파괴의 우려가 있다. 본 논문에서는 Lock-in 영역에서 구조물과 유동의 동적거동에 대한 수치해석을 다루었으며, 유동조건 변화에도 불구하고 공진 주파수가 유지되는 현상에 대해 분석하였으며, 유입유동에 대해 수직방향으로 자유진동하는 1자유도의 2차원 원형실린더 단면에 대한 비정상 층류를 가정하였다. 각 시간 단계에서 물체의 움직임을 고려하여 유동장 격자를 재생성하며 비정상 유동과 물체의 운동에 대한 지배방정식을 순차적으로 수치해석하여 유체-구조 연성해석을 수행하였다. 결과는 선행연구와 잘 일치함을 보여주었고, Lock-in 현상에 대한 특성을 잘 나타내었다. Lock-in 영역에서는 양력뿐만 아니라 항력도 크게 증가함을 보여주었으며, 실린더의 수직변위는 직경의 20%까지 이름을 나타내었다. 양력과 수직변위의 상관분석을 통해 실린더가 Lock-in 영역에서 양력과 수직변위의 위상차가 동기로부터 반동기로 천이함을 확인하였으며, 이러한 변화가 Lock-in 영역에서 나타나는 공진거동의 원인이 되는 것으로 판된되었다.

• Ocean Systems Engineering
• /
• 제9권1호
• /
• pp.21-42
• /
• 2019

In this paper, the Finite-Analytic Navier-Stokes (FANS) code is coupled with an in-house finite-element code to study the dynamic interaction between a floating buoy and its mooring system. Hydrodynamic loads on the buoy are predicted with the FANS module, in which Large Eddy Simulation (LES) is used as the turbulence model. The mooring lines are modeled based on a slender body theory. Their dynamic responses are simulated with a nonlinear finite element module, MOORING3D. The two modules are coupled by transferring the forces and displacements of the buoy and its mooring system at their connections through an interface module. A free-decay model test was used to calibrate the coupled method. In addition, to investigate the capability of the present coupled method, numerical simulations of two degree-of-freedom vortex-induced motion of a CALM buoy in uniform currents were performed. With the study it can be verified that accurate predictions of the motion responses and tension responses of the CALM buoy system can be made with the coupling CFD-FEM method.