• 한국해양공학회지
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• 제18권5호
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• pp.22-28
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• 2004

This study constructed a 3D real-time numerical model that predicts the water quality and movement characteristics of the inner bay, considering the characteristics of the wind-driven current and density current in estuaries, generated by the river discharge from the Hyeong-san river and oceanic water of the Eastern sea. The numerical model successfully calculated the seawater circulation current of Yeong-il Bay, using the input conditions oj the real-time tidal current, river discharge, and weather conditions during March 2001. This study also observed the wind-driven current and density current in estuaries that are effected by the seawater circulation pattern of the inner bay. We investigated and analyzed each impact factor, and its relationship to the water quality of Yeong-il bay.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2003년도 추계학술대회 논문집
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• pp.277-283
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• 2003

This paper constructed the 3D real-time numerical model for which predicts the water quality and movement characteristics of the inner bay, which consider the characteristics of the wind-driven current and density current in estuaries which generated by the river discharge from the Hyeong-san river and oceanic water of the Eastern sea. The constructed numerical model reappeared successfully the seawater circulation current of Yeong-il Bay, which used the input conditions of the real-time tidal current, river discharge and weather conditions at March of 2001 year. Also to observe the wind-driven current and density current in estuaries effected to the seawater circulation pattern of the inner bay, we investigated the analyzation for the each impact factors and the relationship with the water quality of Yeong-il bay

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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• pp.97-102
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• 2003

A real train load fluctuates along the track because of complicated movements(Bouncing, Rolling, Pitching and Yawing) and rail conditions. This research has for its object in development of a numerical real train load model including fluctuation characteristics of lateral forces. It is based on Klingel movement theory of a wheelset on straight track it presents a propriety of application by comparison between a 3D-Numerical analysis result using this train load model and a measured data. And this paper presents further study subject to improve a method about the train load modeling.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.240-240
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• 2015

As Simpson et al. (1990) emphasized the importance of the straining process in the stratification and mixing in the estuarine circulation process, various researches have investigated on the relative contribution of each process to the overall potential energy anomaly dynamics. However, many numerical works have done only for two dimensional modeling along channel or the short distance cross sectional three dimensional simulations as Burchard et al. (2008) and the estuarine channel was not simulated so far. But, in the study on the physics of shallow coastal seas, spatial dimension in the three dimensional way affects significantly on results of a particular numerical model. Therefore, the comparison of two and three dimensional models is important to understand the real physics of mixing and stratification in an estuary. Also, as Geyer and MacCready (2013) pointed out that the lateral process seems to be important in determining the periodic stratifications, to study such process the three dimensional modeling must be required. The present study uses a numerical model to show the signification roles of each term of the time-dependent dynamic equation for the potential energy anomaly (PEA) in controlling along and lateral channel flows and different stratification structures. Moreover, we present the relationships between the ${\Phi}$-advection, the depth mean straining, vertical mixing and vertical advection can explain well how water level, salinity distribution and across velocity 2D model are slightly different from 3D.

• Structural Engineering and Mechanics
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• 제76권3호
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• pp.355-365
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• 2020

In this study, considering the hydroelastic response represented by the springing and whipping phenomena, we propose a method of estimating the fatigue damage in the longitudinal connections of ships. First, we screened the design sea states using a load transfer function based on the frequency domain. We then conducted a time domain fluid-structure interaction (FSI) analysis using WISH-FLEX, an in-house code based on the weakly nonlinear approach. To obtain an effective and robust analytical result of the hydroelastic response, we also conducted an experimental model test with a 1/50-scale backbone-based model of a ship, and compared the experimental results with those obtained from the FSI analysis. Then, by combining the results obtained from the hydroelastic response with those obtained from the numerical fatigue analysis, we developed a fatigue damage estimation method. Finally, to demonstrate the effectiveness of the developed method, we evaluated the fatigue strength for the longitudinal connections of the real ship and compared it with the results obtained from the model tests.

• 한국전산구조공학회논문집
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• 제29권5호
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• pp.471-482
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• 2016

이 연구에서는 p-version 동적무한요소법을 도입함으로써 FE-IE 기법에 기반한 KIESSI-3D 프로그램의 속도향상에 역점을 두었다. KIESSI-3D의 성능을 평가하기 위해 8가지 실규모 SSI 문제에 대한 수치해석을 수행하였다. 이를 위해 근역지반 모델의 반경($r_0$)이 구조물기초 반경(R)의 1.2배, 1.5배, 3.0배인 KIESSI-3D 해석모델을 고려하였다. 또한 SASSI2010 프로그램을 이용한 SSI 해석을 수행하였으며, 이 결과를 KIESI-3D에 의한 결과와 정확성 및 계산속도를 비교하였다. 수치해석 결과, 인 KIESI-3D 모델을 사용하면 정확한 해석을 수행할 수 있음을 알 수 있었다. 계산속도 측면을 보면, 새로운 KIESSI-3D의 해석속도는 기존 KIESSI-3D에 비해 최대 25배 빠른 것으로 나타났다.

• 한국지반환경공학회 논문집
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• 제17권7호
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• pp.5-13
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• 2016

본 연구는 투수계수가 큰 취약대가 제방에 존재할 경우의 침투거동에 관한 것이다. 침하계, 간극수압계, 수직 토압계 및 FDR 센서로 구성된 지점형 센서와 분포형 TDR 센서를 이용하여 제방의 침투특성 및 제방거동을 계측하였다. 계측결과들은 2차원 및 3차원 수치해석결과들과 비교 분석되었다. 모형제방은 길이 7m, 폭 5m, 높이 1.5m의 크기이며 제외지 수위는 1.3m인 세립질 모래로 조성된 제방이다. 계측 및 수치해석의 침투거동이 거의 유사하여 적절한 계측시스템으로 제방의 안정성을 실시간 모니터링할 수 있음을 알 수 있었다. 수치해석의 경우 정상단면에서는 2차원 및 3차원 해석결과가 거의 동일하나, 취약단면을 고려할 경우 2차원 해석의 침윤선이 3차원 결과보다 빠르게 진행된 후 두 결과가 수렴되었다.

• 한국생산제조학회지
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• 제26권3호
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• pp.263-271
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• 2017

A captive trajectory simulation (CTS) system is used to investigate the separation behavior of the store model by moving the model to an arbitrary pose and position based on aerodynamic data. A CTS system operated inside a wind tunnel is designed to match the structure of the wind tunnel facility. As a result, each CTS system has different kinematic structure, and inverse kinematic analysis of the system is necessary. In this study, kinematic/inverse kinematic analysis for the CTS system with functional redundancy is performed. Inverse kinematic analysis with combined numerical and analytical approach is especially proposed. The suggested approach utilizes the redundancy to improve the safety of the system, and has advantages in real time analysis.

• 한국지반공학회논문집
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• 제34권7호
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• pp.29-38
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• 2018

액상화 시 지반-말뚝 시스템의 동적 거동을 정확히 예측하기 위해 상용 유한 차분 프로그램인 FLAC3D를 이용하여 시간영역에서 3차원 수치 모델링을 수행하였다. 지반의 전단변형에 따른 간극수압의 발달을 직접적으로 모사하기 위해 유효응력 해석법을 이용한 액상화 모델인 Finn model을 적용하였으며 Mohr-Coulomb 탄소성 모델에 접목되어 해석이 수행되었다. 이력감쇠모델을 적용하여 지반 비선형 거동을 고려하였으며 지반과 말뚝 간의 분리현상, 미끄러짐 현상을 모사하는 인터페이스 모델을 적용하였다. 경계조건으로써 단순화 연속체 모델링 기법을 도입하여 반사파의 생성을 막고 해석 효율을 증가시켰으며 적절한 최대지반탄성계수와 항복 깊이의 설정으로 비선형 거동을 정확히 모사하고자 하였다. Wilson(1998)이 수행한 원심모형시험 케이스 중 상부지반 상대밀도가 55%인 모델을 이용하여 제안된 모델링 기법의 캘리브레이션을 수행한 결과, 수치해석으로부터 도출된 깊이 별 과잉간극수압 비-시간 이력, 휨모멘트-시간이력, 말뚝 두부 변위-시간이력이 실험 결과를 잘 모사하였다. 상부지반 상대밀도가 30%인 모델의 결과를 이용하여 제안된 모델링 기법의 적용성 평가를 수행한 결과, 수치해석으로부터 도출된 지반 및 말뚝 응답이 실험 결과를 잘 모사하였으며 제안된 모델링 기법이 지반-말뚝 시스템의 액상화 거동을 적절히 모사한다고 판단되었다.

• Fibers and Polymers
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• 제7권4호
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• pp.389-397
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• 2006

The beneficial effects of graduated compression stockings (GCS) in prophylaxis and treatment of venous disorders of human lower extremity have been recognized. However, their pressure functional performances are variable and unstable in practical applications, and the exact mechanisms of action remain controversial. Direct surface pressure measurements and indirect material properties testing are not enough for fully understanding the interaction between stocking and leg. A three dimensional (3D) biomechanical mathematical model for numerically simulating the interaction between leg and GCS in dynamic wear was developed based on the actual geometry of the female leg obtained from 3D reconstruction of MR images and the real size and mechanical properties of the compression stocking prototype. The biomechanical solid leg model consists of bones and soft tissues, and an orthotropic shell model is built for the stocking hose. The dynamic putting-on process is simulated by defining the contact of finite relative sliding between the two objects. The surface pressure magnitude and distribution along the different height levels of the leg and stress profiles of stockings were simulated. As well, their dynamic alterations with time processing were quantitatively analyzed. Through validation, the simulated results showed a reasonable agreement with the experimental measurements, and the simulated pressure gradient distribution from the ankle to the thigh (100:67:30) accorded with the advised criterion by the European committee for standardization. The developed model can be used to predict and visualize the dynamic pressure and stress performances exerted by compression stocking in wear, and to optimize the material mechanical properties in stocking design, thus, helping us understand mechanisms of compression action and improving medical functions of GCS.