• Nuclear Engineering and Technology
• /
• 제36권4호
• /
• pp.285-294
• /
• 2004

Pressure wave propagation in the discharge piping with a sparger submerged in a water pool, following the opening of a safety relief valve, is analyzed. To predict the pressure transient behavior, a RELAP5/MOD3 code is used. The applicability of the RELAP5 code and the adequacy of the present modeling scheme are confirmed by simulating the applicable experiment on a water hammer with voiding. As a base case, the modeling scheme was used to calculate the wave propagation inside a vertical pipe with sparger holes and submerged within a water pool. In addition, the effects on wave propagation of geometric factors, such as the loss coefficient, the pipe configuration, and the subdivision of sparger pipe, are investigated. The effects of inflow conditions, such as water slug inflow and the slow opening of a safety relief valve are also examined.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2002년도 봄 학술발표회 논문집
• /
• pp.415-429
• /
• 2002

Various modeling techniques for ultrasonic wave propagation and scattering problems in finite solid media are presented. Elastodynamic boundary value problems in inhomogeneous multi-layered plate-like structures are set up for modal analysis of guided wave propagation and numerically solved to obtain dispersion curves which show propagation characteristics of guided waves. As a powerful modeling tool to overcome such numerical difficulties in wave scattering problems as the geometrical complexity and mode conversion, the Boundary Element Method(BEM) is introduced and is combined with the normal mode expansion technique to develop the hybrid BEM, an efficient technique for modeling multi-mode conversion of guided wave scattering problems.

• 비파괴검사학회지
• /
• 제20권2호
• /
• pp.138-149
• /
• 2000

본 논문에서는 유한 고체내 초음파 전파 및 산란 현상의 해석을 위한 다양한 경계요소 모델링 기법이 제시되었다. 박판 재료내 유도초음파 전파에 대한 모드해석을 위해 비균질 적충 박판 구조물에 대한 탄성동역학 경계치 문제가 설정되었으며 이에 대한 수치해로부터 유도초음파의 전파특성을 나타내는 분산곡선이 얻어졌다. 파동 산란시 발생되는 기하학적 복잡성과 모드변환 문제를 수치적으로 모델링하기 위해 탄성 동역학 경계요소법을 적용하였고 이를 박판내 유도초음파의 이론적 직교 모드의 중첩해와 결합시킨 혼합형 경계요소법으로 확장하여 유한 고체내 다중 모드변환의 효율적 모델링법이 제안되었다. 주파수 영역의 수치해로부터 시간 의존 문제의 파동신호 예측을 위해 역 푸리에(Fourier) 변환을 통한 시간 영역 파동산란 신호가 얻어졌다. 이와 함께 실제 초음파 탐상조건에 보다 가까운 파동산란 문제의 모델링을 위해 3차원 경계요소법을 소개하고, 개발중인 3차원 경계요소 프로그램을 이용하여 유한 직경을 갖는 봉재내의 파동 전파를 수치적으로 해석하여 해석해와 비교 검증하였다. 본 논문에서 제시된 탄성파동 모델링 기법은 정량적 비파괴 평가법을 확립하는데 다양하게 응용될 수 있을 것으로 기대된다.

• 수산해양교육연구
• /
• 제25권1호
• /
• pp.1-11
• /
• 2013

The aim of this study was estimated the characteristics of the wave propagation by the water level conditions using a numerical modeling method at the Wando sea area. For three cases numerical simulation on the condition of incident and incoming of the deepwater design wave and the season normal wave, the spatial distribution of the incident wave at study area were investigated. And the calculated numerical modeling results were compared with measured field wave data. According to on-site wave data measured for 18 days, the range of the significant wave height and period were 0.10~1.14 m, 4.35~8.74 sec, respectively, and the maximum wave height were 0.15~1.66 m. From the results of numerical model for offshore design wave incident, the wave height attacked from Southern-East direction at this study area were over maximum 10.5 m because of rapidly change of water depth. Numerical modeling by three water level conditions of Approxmate Lowest Low Water Level(Approx. L.L.W), Mean Sea Level(M.S.L) and Approximate Highest High Water Level(Approx. H.H.W) were practiced. From the results for the case of Approx. H.W.L, variations of wave height at the back area of islands were about 1.6 m at maximum value for the case of deepwater design wave incoming. The significant wave heights of winter season were bigger than summer under normal wave condition, the incident wave height over 5.5 m decreased by shielding effect of islands. The change of maximum wave height at summer season were distinct than winter and was about 1.2 m and 0.8 m, respectively.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2005년도 학술발표회 논문집
• /
• pp.34-41
• /
• 2005

This paper presents a new infinite element for modeling far-field of wave propagation problem in a fluid-saturated two-phase medium. The infinite element can simulate arbitrary number of multiple wave components, while wave components in infinite element developed by other researchers was limited to two compressional waves. The accuracy and effectiveness of the proposed method have demonstrated using 1-D and 2-D wave propagation problems.

• 소음진동
• /
• 제10권4호
• /
• pp.610-614
• /
• 2000

Cellular Automata(CA)s are used as a simple mathematical model to investigate self-organization in statistical mechanics, which are originally introduced by von Neumann and S. Ulam at the end of the 1940s. CAs provide a framework for a large class of discrete models with homogeneous interactions, which are characterized by the following fundamental properties: 1) CAs are dynamical systems in which space and time are discrete. 2) The systems consist of a regular grid of cells. 3) Each cell is characterized by a state taken from a finite set of states and updated synchronously in discrete time steps according to a local, identical interaction rule. 4) The state of a cell is determined by the previous states of a surrounding neighborhood of cells. A cellular automaton has been attracted wide interest in modeling physical phenomena, which are described generally, partial differential equations such as diffusion and wave propagation. This paper describes one and two-dimensional analysis of wave propagation phenomena modeled by CA, where the local interaction rules were derived referring to the Lattice Gas Model reported by Chen et al., and also including finite difference scheme. Modeling processes by using CA are discussed and the simulation results of wave propagation with one wave source are compared with that by finite difference method.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
• /
• pp.81-88
• /
• 2000

The elastic wave equation is solved using the finite-difference method in 3D space to simulate the seismic wave propagation. It is based on the velocity-stress formulation of the equation of motion on a staggered grid. The nonreflecting boundary conditions are used to attenuate the wave field close to the numerical boundary. To satisfy the stress-free conditions at the free-surface boundary, a new formulation combining the zero-stress formalism with the vacuum one is applied. The effective media parameters are employed to satisfy the traction continuity condition across the media interface. With use of the moment-tensor components, the wide range of source mechanism parameters can be specified. The numerical experiments are carried out in order to test the applicability and accuracy of this scheme and to understand the fundamental features of the wave propagation under the generalized elastic media structure. Computational results show that the scheme is sufficiently accurate for modeling wave propagation in 3D elastic media and generates all the possible phases appropriately in under the given heterogeneous velocity structure. Also the characteristics of the ground motion in an sedimentary basin such as the amplification, trapping, and focusing of the elastic wave energy are well represented. These results demonstrate the use of this simulation method will be helpful for modeling the ground motion of seismological and engineering purpose like earthquake hazard assessment, seismic design, city planning, and etc..

• 화약ㆍ발파
• /
• 제23권3호
• /
• pp.27-42
• /
• 2005

본 연구에서는 $PFC^{3D}$상에서 공내입자들의 반경을 팽창/수축시키는 기법을 통해 공벽입자들에 접촉력의 형태로 폭발압력을 부여하는 폭원모델링을 기법을 소개하고, 제안된 기법을 이용하여 홉킨슨 효과 효과와 스폴링 현상을 응용하여 암석코어에 대한 응력파의 전파 및 반사과정을 기존의 외력을 적용함으로써 서로 비교하여 보았다. 암석코어는 직경 20m, 길이 200mm의 입자결합체로서 접촉결합을 이용하여 구성하였으며, 시료의 선단에 주기 0.050m$(50{\mu}s)$의 펄스형태의 폭발하중을 기존의 방법과 제안된 폭원모델링 기법을 이용하여 각기 입사시켰다. 해석결과 두 기법은 서로 유사한 결과를 보였으며, 입사압축파는 0.060ms$(60{\mu}s)$ 이후 시료의 후단에서 반사되어 반사인장파의 형태로 되돌아오면서 시료의 축방향과 직각방향으로 인장균열을 발생시켰다. 또한 시료 중을 전파하는 응력파의 속도는 4,167m/s로 계산되어 물리시료에 대한 측정치 4,300m/s와 $3\%$ 정도의 근소한 오차를 보였다.

• 한국연소학회:학술대회논문집
• /
• 한국연소학회 제26회 KOSCO SYMPOSIUM 논문집
• /
• pp.57-62
• /
• 2003

A general procedure of obtaining reliable one-step kinetics model for hydrocarbon mixture from the fully detailed chemistry is described iin this study. One-step theoretical formulation of the induction parameter model IPM uses a theoretical reconstruction of the induction time database obtained from a detailed kinetics library. Non-dimensional induction time calculations is compared with that of detailed kinetics. The IPM was latter implemented to fluid dynamics code and applied for the numerical simulation of detonation wave propagation. The numerical results including the numerical smoked-foil record show the all the details of the detonation wave propagation characteristics at the cost around 1/100 of the detailed kinetics calculation.

• Structural Engineering and Mechanics
• /
• 제87권2호
• /
• pp.165-172
• /
• 2023

This paper presents a novel method for modeling elastic wave propagation in long beams. The proposed method derives a solution for the transient transverse displacement of the beam's neutral axis without assuming the separation of variables (SV). By mapping the governing equation from the space domain to the frequency domain using Fourier transformation (FT), the transverse displacement function is determined as a convolution integral of external loading functions and a combination of trigonometric and Fresnel functions. This method determines the beam's response to general loading conditions as a linear combination of the analytical response of a beam subjected to an abrupt localized loading. The proposed solution method is verified through finite element analysis (FEA) and wave propagation patterns are derived for tone burst loading with specific frequency contents. The results demonstrate that the proposed solution method accurately models wave dispersion, reduces computational cost, and yields accurate results even for high-frequency loading.