• 제목/요약/키워드: wave-by-wave method

검색결과 4,951건 처리시간 0.049초

유압 호스에서의 주파수 계열 음속 계측법 개발 (A Method for Measuring the Frequency Series Wave Speed in Hydraulic Hose)

  • 강만곤;이일영
    • 유공압시스템학회논문집
    • /
    • 제3권2호
    • /
    • pp.21-26
    • /
    • 2006
  • With the increasing concerns on noise and vibration in hydraulic fluid power systems, it is important to find better way to reduce noise and vibration. In this study, the authors survey former researches on hose(viscoelastic tube) modeling in advance. And a summary of several existing methods for measuring the speed of sound in the fluid in pipes is presented. Their basic principles, advantages and limitations are compared. And The authors suggest a far simple identification procedure to obtain wave speed in hose by just using an experimental pressure data for the object tube with hose. In the new procedure, flow in hose is basically modeled by transfer matrix method, and wave speed in hose is obtained as data in frequency series. The wave speed in hose as data in frequency series will be used to compute the pressure pulsation attenuation in hydraulic pipe systems. The computed results are compared with the experimental ones, and the validity of the new procedure to obtain wave speed in hose is confirmed

  • PDF

입구후드가 고속철도 터널입구의 압축파에 미치는 영향 (Effect of Tunnel Entrance Hood on Entry Compression Wave)

  • 김희동;김태호;김동형
    • 대한기계학회논문집B
    • /
    • 제23권1호
    • /
    • pp.58-68
    • /
    • 1999
  • The entry compression wave, which forms at the entrance of a high-speed railway tunnel, is closely related to the pressure transients in the train/tunnel systems as well as an impulsive noise appearing at the exit of the tunnel. In order to alleviate such undesirable phenomena, some control strategies have been applied to the compression wave propagating inside the tunnel. The objective of the current work is to investigate the effect of tunnel entrance hoods on the entry compression wave at the vicinity of the tunnel entrance. Three types of entrance hoods were tested by the numerical method using the characteristics of method for a wide range of train speeds. The results show that the maximum pressure gradient of compression wave can be considerably reduced by the tunnel entrance hood. Optimum hood shape necessary to reduce the pressure transients and impulsive noise was found to be of an abrupt type hood with its cross-sectional area 2.5 times the tunnel area. It is believed that the current results are highly useful in predicting the effects of entrance hoods and in choosing the shape of proper hood.

파랑 변형 해석을 위한 복합 유한요소 모형 (Hybrid finite element model for wave transformation analysis)

  • 정태화;박우선;서경덕
    • 대한기계학회:학술대회논문집
    • /
    • 대한기계학회 2002년도 학술대회지
    • /
    • pp.209-212
    • /
    • 2002
  • Since Berkhoff proposed the mild-slope equation in 1972, it has widely been used for calculation of shallow water wave transformation. Recently, it was extended to give an extended mild-slope equation, which includes the bottom slope squared term and bottom curvature term so as to be capable of modeling wave transformation on rapidly varying topography. These equations were derived by integrating the Laplace equation vertically. In the present study, we develop a finite element model to solve the Laplace equation directly while keeping the same computational efficiency as the mild-slope equation. This model assumes the vertical variation of wave potential as a cosine hyperbolic function as done in the derivation of the mild-slope equation, and the Galerkin method is used to discretize . The computational domain was discretized with proper finite elements, while the radiation condition at infinity was treated by introducing the concept of an infinite element. The upper boundary condition can be either free surface or a solid structure. The applicability of the developed model was verified through example analyses of two-dimensional wave reflection and transmission. .

  • PDF

측파대 광 주입 락킹 기법을 이용한 밀리미터파 신호생성 및 실험적 분석 (Experimental Analyses and Millimeter Wave Signal Generation Using Sideband Injection Locking Method)

  • 김정태
    • 한국정보통신학회논문지
    • /
    • 제14권12호
    • /
    • pp.2769-2774
    • /
    • 2010
  • 본 논문에서는 밀리미터파 대역의 신호 발생을 위한 헤테로다인 방식인 sideband injection locking 방법을 제안하고 실험적으로 분석하였다. 향후, 무선 이동통신, 초고속 광대역 통신망 등에 사용되어질 밀리미터파 신호는 전기적 요소의 한계로 광학적인 요소에 의해 신호를 생성하는 방법이 많이 연구되고 있으며 광학적 기술에 기초한 소자기술 등이 발전되고 있다. 따라서 본 논문에서는 향후 밀리미터파 대역에서 사용되어질 LMDS(Local Multi-point Distribution Service) 등의 시스템에서 수십기가 헤르츠급의 광원으로 응용 가능한 헤테로다인 방식을 이용한 밀리미터파 대역의 신호생성에 대한 이론적 방법 및 실험적 고찰을 통하여 검증하였다.

접지된 유전체층위에 주기적인 스트립구조로서 구성되어 있는 유한한 격자구조에 의한 가우시안 빔의 회절특성 (Diffraction of gaussian beam wave by finite periodic conducting strip grating on a grounded dielectric slab)

  • 이종익;조영기
    • 전자공학회논문지D
    • /
    • 제34D권10호
    • /
    • pp.45-52
    • /
    • 1997
  • An analysis method for the electromagnetic scattering of a gaussian beam wave by finite periodic conducting strip grating on a groudned dielectric slab is considered. The intergral equation for the unknown current induced on the conducting strip surface is derived and solbed numerically by use of the method of moment. From knowledge of the strip current, the quantities of interest such as radiation pattern, the space wave power radiated into the free space, and the coupled surface wave power propagating along the dielectric slab are computed for the appropriately chosen parametes Some similarity between scattering behaviours of the present geometry and the infinite geometry is examined by observing the Off-bragg as well as bragg blaxing penomena in both geometries.The validity of the numerical results are assured by a check of the power conservation relations.

  • PDF

Wave propagation of a functionally graded beam in thermal environments

  • Akbas, Seref Doguscan
    • Steel and Composite Structures
    • /
    • 제19권6호
    • /
    • pp.1421-1447
    • /
    • 2015
  • In this paper, the effect of material-temperature dependent on the wave propagation of a cantilever beam composed of functionally graded material (FGM) under the effect of an impact force is investigated. The beam is excited by a transverse triangular force impulse modulated by a harmonic motion. Material properties of the beam are temperature-dependent and change in the thickness direction. The Kelvin-Voigt model for the material of the beam is used. The considered problem is investigated within the Euler-Bernoulli beam theory by using energy based finite element method. The system of equations of motion is derived by using Lagrange's equations. The obtained system of linear differential equations is reduced to a linear algebraic equation system and solved in the time domain and frequency domain by using Newmark average acceleration method. In order to establish the accuracy of the present formulation and results, the comparison study is performed with the published results available in the literature. Good agreement is observed. In the study, the effects of material distributions and temperature rising on the wave propagation of the FGM beam are investigated in detail.

딥러닝을 이용한 외해 해양기상자료로부터의 항내파고 예측 (Wave Prediction in a Harbour using Deep Learning with Offshore Data)

  • 이건세;정동현;문용호;박원경;채장원
    • 한국해안·해양공학회논문집
    • /
    • 제33권6호
    • /
    • pp.367-373
    • /
    • 2021
  • 본 연구에서는 항내 파고를 신속하고 비교적 정확하게 예측할 수 있는 딥러닝 모델을 구축하였다.다양한 머신러닝 기법들을 외해파랑의 항내로 전파 변형 특성을 감안하여 모델에 적용하였으며 스웰로 인해 하역중단 문제가 심각했던 포항신항을 모델적용 대상지로 선정하였다. 모델의 입력 자료는 외해의 파고, 주기, 파향 그리고 출력 및 예측 자료로는 항내 파고자료로 하여 모델을 학습시켰다. 이때 자료의 전처리 과정으로 항내·외 파랑 시계열자료의 상관성을 감안하여 파향 자료를 분리하는 방법을 적용하고 딥러닝 기법을 이용하여 모델을 학습하였다. 결과적으로 모델을 통해 예측한 값이 항내관측치의 파고 시계열자료를 잘 재현하였으며 모델의 안정성을 크게 향상시켰다.

방진벽에 의한 표면파 산란의 수치 해석 (A Numerical Study of Surface Wave Scattering at Infilled Trenches)

  • 이종세
    • 한국지진공학회:학술대회논문집
    • /
    • 한국지진공학회 1998년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
    • /
    • pp.106-112
    • /
    • 1998
  • A numerical experiment is conduced to study the wave screening effectiveness of wave barriers which are constructed to reduce the ground-transmitted vibration. The finite element method is used for the simulation of the wave propagation behavior. In order to reduce the computational burden the absorbing boundary's one employed. Validity of the numerical model is checked by comparing the results with the published data. The screening effectiveness of the in filled trenches is then studied for different trench dimensions and material properties.

  • PDF

물성치 변동성에 의한 불확실성이 고려된 국내 필댐 사력부를 위한 전단파 속도 주상도 모델 (Determination of Shear Wave Velocity Profile Model Considering Uncertainty Caused by Spatial Variation of Material Property in Rockfill Zone of Fill Dam)

  • 박형춘
    • 한국지반공학회논문집
    • /
    • 제35권2호
    • /
    • pp.29-36
    • /
    • 2019
  • 본 연구에서는 필댐 사력부 전단파 속도 주상도 결정시 물성치 변동성에 의해 발생 가능한 불확실성을 평가하고, 평가된 불확실성이 반영된 국내 필댐 사력부를 위한 전단파 속도 주상도 모델을 제안하였다. 이를 위하여 평가된 불확실성을 바탕으로 국내 필댐 사력부에 존재 가능한 깊이-전단파 속도 곡선 400개를 결정하고, 이에 대한 통계분석을 통하여 깊이별 전단파 속도 상한과 하한 곡선을 결정하였다. 결정된 곡선을 바탕으로 Burger 모델 형태의 깊이별 전단파 속도 상한과 하한 주상도 모델을 결정하였다. 결정된 모델은 국내에서 많이 사용되고 있는 Sawada-Takahashi 모델과 비교하였다.

Prediction of longitudinal wave speed in rock bolt coupled with Multilayer Neural Network (MNN) algorithm

  • Jung-Doung Yu;Geunwoo Park;Dong-Ju Kim;Hyung-Koo Yoon
    • Smart Structures and Systems
    • /
    • 제34권1호
    • /
    • pp.17-23
    • /
    • 2024
  • Non-destructive methods are extensively utilized for assessing the integrity of rock bolts, with longitudinal wave speed being a crucial property for evaluating rock bolt quality. This research aims to propose a method for predicting reliable longitudinal wave velocities by leveraging various properties of the rock surrounding the rock bolt. The prediction algorithm employed is the Multilayer Neural Network (MNN), and the input properties includes elastic modulus, shear wave speed, compressive strength, compressional wave speed, mass density, porosity, and Poisson's ratio, totaling seven. The implementation of the MNN demonstrates high reliability, achieving a coefficient of determination of 0.996. To assess the impact of each input property on longitudinal wave speed, an importance score is derived using the random forest algorithm, with the elastic modulus identified as having the most significant influence. When the elastic modulus is the sole input parameter, the coefficient of determination for predicting the longitudinal wave speed is observed to be 0.967. The findings of this study underscore the reliability of selecting specific properties for predicting longitudinal wave speed and suggest that these insights can assist in identifying relevant input properties for rock bolt integrity assessments in future construction site experiments.