• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.144-151
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• 2006

Sound generated from a moving vehicle often carries information on the condition of vehicle, for example, whether it has faults or not, where the fault exists. The latter is possible especially by MFAH(moving frame acoustic holography) and beamforming method. MFAH is applicable to the sound source of pure tone or narrow band noise. For the beamforming method, we have to know what kind of wave the sound source radiates, for example, plane wave or spherical wave. That is, whether the above methods are applicable depends on the characteristics of sound source. To apply these methods to the fault detection, we have to know the characteristics of wave from faults. In this research, a machine diagnosis technique based on the above holographic approaches is introduced to find the position of faults. The signal due to faults is modeled based on the fact that the faults radiate impulsive noise, and analyzed in time and frequency domain. The way how MFAH and beamforming method can be used is introduced to find the position of source.

• Journal of the Korean Physical Society
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• 제73권9호
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• pp.1269-1278
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• 2018

Using the thawed Gaussian wave packets [E. J. Heller, J. Chem. Phys. 62, 1544 (1975)] and the adaptive reinitialization technique employing the frame operator [L. M. Andersson et al., J. Phys. A: Math. Gen. 35, 7787 (2002)], a trajectory-based Gaussian wave packet method is introduced that can be applied to scattering and time-dependent problems. This method does not require either the numerical multidimensional integrals for potential operators or the inversion of nearly-singular matrices representing the overlap of overcomplete Gaussian basis functions. We demonstrate a possibility that the method can be a promising candidate for the time-dependent $Schr{\ddot{o}}dinger$ equation solver by applying to tunneling, high-order harmonic generation, and above-threshold ionization problems in one-dimensional model systems. Although the efficiency of the method is confirmed in one-dimensional systems, it can be easily extended to higher dimensional systems.

• 비파괴검사학회지
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• 제20권2호
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• pp.130-137
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• 2000

대표적인 비파괴 평가 기술들 중의 하나인 초음파응용 기술은 각종 구조물에 존재하는 내부결함에 의한 산란신호를 통해 건전성을 평가하는 기법이므로 결함의 신뢰성 높은 정량적 평가를 위해서는 결함으로부터의 초음파 산란신호특성에 대한 기본적 이해가 필수적이며 따라서 이를 위한 모델링 수치해석 연구가 요구된다. 모델링 기법들은 비파괴 평가기술에 있어서 중요한 역할을 하고 있고 많은 모델링 기법들이 결함의 탄성파 산란문제를 해석하기 위하여 사용되어 오고 있다. 본 연구에서는 다양한 수치기법들 중 탄성파 산란문제 해석에 있어 많은 장점을 가지고 있는 동탄성 경계요소법에 대하여 자세히 소개하고, 응용 예로서 경계요소법을 이용한 기공결함의 수평횡파 산란장 해석과 표면균열의 표면파 산란장 해석을 소개한다.

• Journal of Ship and Ocean Technology
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• 제12권1호
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• pp.16-27
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• 2008

The interaction between advancing ships and the waves generated by them plays important roles in wave resistances and ship motions. Wave breaking phenomena near the ship bow at different speeds are investigated both numerically and experimentally. Numerical simulations of free surface profiles near the fore bodies of ships are performed and visualized to grasp the general trend or the mechanism of wave breaking phenomena from moderate waves rather than concentrating on local chaotic irregularities as ship speeds increase. Navier-Stokes equations are differentiated based on the finite difference method. The Marker and Cell (MAC) Method and Marker-Density Method are employed, and they are compared for the description of free surface conditions associated with the governing equations. Extra effort has been directed toward the realization of extremely complex free surface conditions at wave breaking. For this purpose, the air-water interface is treated with marker density, which is used for two layer flows of fluids with different properties. Adaptation schemes and refinement of the numerical grid system are also used at local complex flows to improve the accuracy of the solutions. In addition to numerical simulations, various model tests are performed in a ship model towing tank. The results are compared with numerical calculations for verification and for realizing better, more efficient research performance. It is expected that the present research results regarding wave breaking and the geometry of the fore body of ship will facilitate better hull form design productivity at the preliminary ship design stage, especially in the case of small and fast ship design. Also, the obtained knowledge on the impact due to the interaction of breaking waves and an advancing hull surface is expected to be applicable to investigation of the ship bow slamming problem as a specific application.

• 한국산학기술학회논문지
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• 제16권10호
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• pp.6604-6610
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• 2015

본 논문에서는 Wireless Access in Vehicular Environments (WAVE)통신을 철도통신에 적용하였을 때 사용할 수 있는 효과적인 패킷 전송 방법을 제안하였다. WAVE통신은 무선랜에 기초한 통신으로 이동체 통신에 적합하도록 개발된 통신방법으로 Intelligent Transport System (ITS)에 응용하도록 많은 연구가 이루어져 왔다. 철도도 주요 교통수단의 하나로 WAVE를 이용하면 현재 무선랜 시스템을 이용한 Communication Based Train Control (CBTC)를 포함한 많은 서비스들의 성능을 개선하고 여러 시스템으로 분산되어 있는 서비스들을 WAVE로 통합할 수 있다. 하지만, WAVE를 철도에 사용하기 위해서는 해결되어야 하는 문제점이 존재한다. 가장 단순한 구조인 Single-PHY WAVE는 제어채널(Control Channel, CCH)와 서비스 채널(Service Channel, SCH)을 50ms씩 번갈아가며 통신을 수행한다. 철도 통신은 주로 지연에 민감한 패킷들이 많이 존재하는데 이러한 동작에서는 성능 열화가 발생할 수 있다. 본 논문에서는 현재 WAVE통신 방법을 상세히 분석한 후 문제점을 도출하고 이러한 문제점을 철도 WAVE 환경에서 해결할 수 있는 새로운 패킷 전송 방법을 제안한다. WAVE 전송 성능을 수학적 모델링을 하여 철도 통신의 요구사항을 만족하는지 여부를 확인하였다.

• 대한토목학회논문집
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• 제28권3B호
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• pp.323-334
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• 2008

본 연구는 유체장에 대한 Navier-Stokes방정식과 자유수면을 효과적으로 추적할 수 있는 VOF법을 지배방정식으로 사용하는 수치파동수로를 적용하여 고립파(지진해일)에 대한 이열투과성수중방파제의 파랑제어기능을 수치적으로 검토한다. 고립파의 조파는 수치파동수로의 계산영역내에 설치된 수치조파기(내부조파소스)를 이용하였으며, 구조물에 의한 고립파의 파랑변형을 논한 기존의 연구결과와 본 해석결과를 비교함으로써 본 연구의 타당성을 확인하였다. 이로부터 일렬 및 이열의 투과성수중방파제에 의한 고립파의 파랑변형, 전달율, 반사율 및 에너지플럭스를 포함한 파동장의 변화를 수치시뮬레이션하였다. 비록 한정된 범위의 연구결과이지만, $h_0/h=0.925$($h_0$는 수중방파제의 천단고, h는 수심)를 갖는 이열수중방파제의 경우에 수중방파제 배치간격 $l/L_{eff}>0.4$(여기서, $L_{eff}$는 고립파의 유효거리)의 범위에서 입사파랑의 파고는 이열수중방파제에 의해 약 60%까지 감쇠되는 것을 알 수 있었으며, 일렬수중방파제에 비해 반사율이 약 47%정도로 증가하고, 전달율은 약 18%로 감소하였다. 따라서, 본 연구에서 고립파의 제어를 위해 처음으로 도입되는 투과성이열수중방파제는 일렬의 경우와 대비하여 경제적으로, 그리고 보다 효과적으로 고립파를 제어하는 것을 알 수 있었다.

• Ocean Systems Engineering
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• 제6권2호
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• pp.161-189
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• 2016

This paper provides a practical stochastic method by which the maximum equilibrium scour depth around a vertical pile exposed to random waves plus a current on mild slopes can be derived. The approach is based on assuming the waves to be a stationary narrow-band random process, adopting the Battjes and Groenendijk (2000) wave height distribution for mild slopes including the effect of breaking waves, and using the empirical formulas for the scour depth on the horizontal seabed by Sumer and Fredsøe (2002). The present approach is valid for wave-dominant flow conditions. Results for random waves alone and random wave plus currents have been presented and discussed by varying the seabed slope and water depth. An approximate method is also proposed, and comparisons are made with the present stochastic method. For random waves alone it appears that the approximate method can replace the stochastic method, whereas the stochastic method is required for random waves plus currents. Tentative approaches to related random wave-induced scour cases on mild slopes are also suggested.

• Ocean Systems Engineering
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• 제7권3호
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• pp.275-298
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• 2017

This paper provides a practical stochastic method by which the maximum equilibrium scour depth below a pipeline exposed to random waves plus a current on mild slopes can be derived. The approach is based on assuming the waves to be a stationary narrow-band random process, adopting the Battjes and Groenendijk (2000) wave height distribution for mild slopes including the effect of breaking waves, and using the empirical formulas for the scour depth on the horizontal seabed by Sumer and Fredsøe (1996). The present approach is valid for wave-dominant flow conditions. Results for random waves alone and random wave plus currents have been presented and discussed by varying the seabed slope and water depth. An approximate method is also proposed, and comparisons are made with the present stochastic method. For random waves alone it appears that the approximate method can replace the stochastic method, whereas the stochastic method is required for random waves plus currents. Tentative approaches to related random wave-induced scour cases for random waves alone are also suggested.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2005년도 제7회 특별심포지움 논문집
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• pp.3-9
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• 2005

In order to obtain more reliable data for the information on the ground, a new site Investigation method is proposed, in which seismic waves (S-waves) generated by the Swedish Ram Sounding Test (SRS) are used. It is indicated that the energy transferred from the hammer to the rod in SRS's is much more stable, compared to SPT's. A series of SRS with measurements of seismic waves at the ground surface were carried out to clarify the characteristics of seismic wave propagation in the ground. As the results of comparison between seismic S-wave amplitudes and $N_d$ (blow count for 20 cm penetration in SRS), it was found that amplitudes of S-waves generated by SRS correlate well with $N_d$. The amplitude of the S-wave is thought to be more adequate parameter for the soil strength and rigidity than $N_d$.

• 한국해양공학회지
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• 제17권1호
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• pp.47-54
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• 2003

In this study, the residual stress and the acoustic emission Charactreistics from fatigue crack propagation were investigated, bused on the welded material of STS316L. The residual stress of welding locations could be evaluated by ultrasonic parameters, such as L$_{CR}$ wave velocity and L$_{CR}$ wave frequency； the residual stress between base metal and weld metal was evaluated. In the fatigue tests, three types of signals were observed, regardless of specimen condition, base metal, and weld metal. Based on NDE analysis of AE signals by the time-frequency analysis method, it should also be possible to evaluate, in real-time, the crack propagation and final fracture process, resulting from various damages and defects in welded structural members.