• 제목/요약/키워드: wave propagation approach

검색결과 158건 처리시간 0.029초

Rayleigh wave at imperfectly corrugated interface in FGPM structure

  • K. Hemalatha;S. Kumar;A. Akshaya
    • Coupled systems mechanics
    • /
    • 제12권4호
    • /
    • pp.337-364
    • /
    • 2023
  • The Rayleigh wave propagation is considered in the structure of the functionally graded piezoelectric material (FGPM) layer over the elastic substrate. The elastic substrate loosely bonds the layer through a corrugated interface, whereas its upper boundary is also corrugated but stress-free. Additionally, the solutions for the FGPM layer and substrate are derived using the fundamental variable separable approach to convert the partial differential equation to an ordinary differential equation. The results with boundary conditions lead to dispersion relations for the electrically open and electrically short cases in the determinant form. The outcomes have been numerically analyzed using a specific model. The findings were presented in the form of graphs, which were created using Mathematica 7. Graphs are plotted for variations in wavenumber and phase velocity. The outcomes may help measure interface defects and design Surface Acoustic Wave (SAW) devices.

Random Amplitude Variability of Seismic Ground Motions and Implications for the Physical Modeling of Spatial Coherency

  • Zerva, A.
    • Computational Structural Engineering : An International Journal
    • /
    • 제1권2호
    • /
    • pp.139-150
    • /
    • 2001
  • An initial approach for the identification of physical causes underlying the spatial coherency of seismic ground motions it presented. The approach relies on the observation that amplitude and phase variability of seismic data recorded over extended areas around the amplitude and phase of a common, coherent component are correlated. It suffices then to examine the physical causes for the amplitude variability in the seismic motions, in order to recognize the causes for the phase variability and, consequently, the spatial coherency. In this study, the effect of randomness in the shear wave velocity at a site on the amplitude variability of the surface motions mi investigated by means of simulations. The amplitude variability of the simulated motions around the amplitude of the common component is contained within envelope functions, the shape of which suggests, on a preliminary basis, the trend of the decay of coherency with frequency.

  • PDF

지반의 비균질성이 탄성파 전파 특성에 미치는 영향에 대한 추계론적 수치해석 연구 (Stochastic numerical study on the propagation characteristics of P-Wave in heterogeneous ground)

  • 송기일
    • 한국터널지하공간학회 논문집
    • /
    • 제15권1호
    • /
    • pp.13-24
    • /
    • 2013
  • 현재 다양한 탄성파 기반의 물리탐사 기법들이 지반조사를 위해 널리 이용되고 있는데 이는 지반의 동적 특성들이 공학적 물성과 상관관계를 갖기 때문이다. 하지만, 지반공학적 물성치들의 고유한 비균질성이 탄성파 속도 및 진폭 등의 전파 특성에 영향을 미침에도 불구하고 그에 대한 고려가 안되고 있는 실정이다. 그래서, 본 연구에서는 지반의 고유한 비균질성이 탄성파 전파특성에 미치는 영향을 규명하기 위하여 추계론적 수치해석 방법을 적용하였다. 탄성파의 도달 시간 변화와 파두 특성에 주안점을 두어 분석을 수행하였다. 지반의 공간적 상관 거리와 파장과의 상관성 및 탄성파 전파거리와 파장과의 상관성이 탄성파의 도달 시간 변화에 미치는 영향에 대하여 조사하였다. Turning band method를 적용하여 변동계수의 범위가 10 ~ 40%인 다양한 비균질 강도를 갖는 지반을 유한차분 그리드에 생성하였다. 유한차분법을 이용하여 비균질 지반에서 탄성파의 전파를 시뮬레이션하였고, 추계론적 기법으로는 Monte Carlo 시뮬레이션 기법을 적용하였다. 추계론적 수치해석 결과, 지반의 비균질 강도가 증가함에 따라 탄성파의 파두 형상의 일그러짐이 현저하게 발생하였고, 그에 따라 탄성파의 도달 시간도 지연되는 것으로 나타났다. 지반의 공간적 상관 거리와 파장과의 상관성 및 탄성파 전파 거리와 파장과의 상관성은 탄성파의 도달 시간 변화와 긴밀한 상관성이 있는 것으로 나타났다.

A new approach for quantitative damage assessment of in-situ rock mass by acoustic emission

  • Kim, Jin-Seop;Kim, Geon-Young;Baik, Min-Hoon;Finsterle, Stefan;Cho, Gye-Chun
    • Geomechanics and Engineering
    • /
    • 제18권1호
    • /
    • pp.11-20
    • /
    • 2019
  • The purpose of this study was to propose a new approach for quantifying in situ rock mass damage, which would include a degree-of-damage and the degraded strength of a rock mass, along with its prediction based on real-time Acoustic Emission (AE) observations. The basic approach for quantifying in-situ rock mass damage is to derive the normalized value of measured AE energy with the maximum AE energy, called the degree-of-damage in this study. With regard to estimation of the AE energy, an AE crack source location algorithm of the Wigner-Ville Distribution combined with Biot's wave dispersion model, was applied for more reliable AE crack source localization in a rock mass. In situ AE wave attenuation was also taken into account for AE energy correction in accordance with the propagation distance of an AE wave. To infer the maximum AE energy, fractal theory was used for scale-independent AE energy estimation. In addition, the Weibull model was also applied to determine statistically the AE crack size under a jointed rock mass. Subsequently, the proposed methodology was calibrated using an in situ test carried out in the Underground Research Tunnel at the Korea Atomic Energy Research Institute. This was done under a condition of controlled incremental cyclic loading, which had been performed as part of a preceding study. It was found that the inferred degree-of-damage agreed quite well with the results from the in situ test. The methodology proposed in this study can be regarded as a reasonable approach for quantifying rock mass damage.

A size-dependent quasi-3D model for wave dispersion analysis of FG nanoplates

  • Karami, Behrouz;Janghorban, Maziar;Shahsavari, Davood;Tounsi, Abdelouahed
    • Steel and Composite Structures
    • /
    • 제28권1호
    • /
    • pp.99-110
    • /
    • 2018
  • In this paper, a new size-dependent quasi-3D plate theory is presented for wave dispersion analysis of functionally graded nanoplates while resting on an elastic foundation and under the hygrothermaal environment. This quasi-3D plate theory considers both thickness stretching influences and shear deformation with the variations of displacements in the thickness direction as a parabolic function. Moreover, the stress-free boundary conditions on both sides of the plate are satisfied without using a shear correction factor. This theory includes five independent unknowns with results in only five governing equations. Size effects are obtained via a higher-order nonlocal strain gradient theory of elasticity. A variational approach is adopted to owning the governing equations employing Hamilton's principle. Solving analytically via Fourier series, these equations gives wave frequencies and phase velocities as a function of wave numbers. The validity of the present results is examined by comparing them with those of the known data in the literature. Parametric studies are conducted for material composition, size dependency, two parametric elastic foundation, temperature and moisture differences, and wave number. Some conclusions are drawn from the parametric studies with respect to the wave characteristics.

Influence of second order wave excitation loads on coupled response of an offshore floating wind turbine

  • Chuang, Zhenju;Liu, Shewen;Lu, Yu
    • International Journal of Naval Architecture and Ocean Engineering
    • /
    • 제12권1호
    • /
    • pp.367-375
    • /
    • 2020
  • This paper presents an integrated analysis about dynamic performance of a Floating Offshore Wind Turbine (FOWT) OC4 DeepCwind with semi-submersible platform under real sea environment. The emphasis of this paper is to investigate how the wave mean drift force and slow-drift wave excitation load (Quadratic transfer function, namely QTF) influence the platform motions, mooring line tension and tower base bending moments. Second order potential theory is being used for computing linear and nonlinear wave effects, including first order wave force, mean drift force and slow-drift excitation loads. Morison model is utilized to account the viscous effect from fluid. This approach considers floating wind turbine as an integrated coupled system. Two time-domain solvers, SIMA (SIMO/RIFLEX/AERODYN) and FAST are being chosen to analyze the global response of the integrated coupled system under small, moderate and severe sea condition. Results show that second order mean drift force and slow-drift force will drift the floater away along wave propagation direction. At the same time, slow-drift force has larger effect than mean drift force. Also tension of the mooring line at fairlead and tower base loads are increased accordingly in all sea conditions under investigation.

레블셋 병렬유한요소 기법을 이용한 파랑 내부 조파 (Internal Wave Generation with Level Set Parallel Finite Element Approach)

  • 이해균;이남주
    • 대한토목학회논문집
    • /
    • 제32권6B호
    • /
    • pp.379-385
    • /
    • 2012
  • 최근의 컴퓨터 연산 성능의 향상과 전산유체역학 분야의 이론적 발전은 완전한 Navier-Stokes 방정식을 이용한 파랑의 수치모의를 가능하게 하였다. 본 연구에서는 질량원천함수를 이용한 내부조파 기법을 레블셋 유한요소법과 결합하였다. 수치모형은 먼저 2차원 파랑 조파와 전파에 적용되었다. 다음에 같은 문제의 3차원 파랑 모의에 적용되었다. 컴퓨터 자원의 효율적 활용과 연산속도 향상을 위하여 3차원 문제에는 병렬 계산 알고리즘이 고안되어 적용되었다. 수치모의에 의한 계산 결과를 이론적인 값과 비교하였으며, 잘 일치함을 확인할 수 있었다.

Markov Chain Model을 이용한 구조물의 피로 신뢰성 해석에 관한 연구 (A Study on the Fatigue Reliability of Structures by Markov Chain Model)

  • 양영순;윤장호
    • 대한조선학회논문집
    • /
    • 제28권2호
    • /
    • pp.228-240
    • /
    • 1991
  • 균열진전에 관한 많은 실험결과는 피로 균열진전 과정이 확률과정(stochastic process)임을 보여주고 있다. 따라서, 피로 균열진전에 관한 연구는 확률론적 기반에서 다루어져야 한다. 본 연구에서는 균열의 진전과정을 discrete Markov process로 가정하여, Bogdanoff가 제안한 Markov chain model(MCM)을 이용하여 구조물의 신뢰도를 평가할 수 있는 방법을 제시한다. 본 연구에서는 구조부재의 파괴형태로 누출, 소성붕괴 그리고 취성파괴를 취하였으며, 초기 균열크기의 변동성, 검사의 효과 등이 고려되었다. 또한, 불규칙 하중은 등가음력의 개념을 도입하여 처리하였다. 그리고, 구조물에의 계산례를 통하여 본 연구의 유용성을 보였다.

  • PDF

외부 충격에 의한 손상을 고려한 화약과 추진제의 폭발모델 개발 (Development of Explosion Model of Energetic Materials Considering Shock to Detonation Transition and Damage by External Impact)

  • 김보훈;여재익
    • 한국연소학회:학술대회논문집
    • /
    • 한국연소학회 2012년도 제45회 KOSCO SYMPOSIUM 초록집
    • /
    • pp.97-99
    • /
    • 2012
  • A pressure-based BOIK model considering Shock to Detonation Transition(SDT) and damage due to external fragment or bullet stimuli impact on energetic materials and analytical approach for determination of free parameters are proposed. The rate of product mass fraction(${\lambda}$) consists of ignition term that represents the initiation due to shock compression and growth term that describes propagation of detonation wave and strain term representing the morphological deformation induced by external impact.

  • PDF

지형데이터를 이용한 신경회로망 PCS 전파손실 예측모델 (A Neural Network Approach to Modeling PCS Wave Propagation Loss Prediction Using 3D Digital Terrain Maps)

  • 정성신;양서민;이혁준
    • 한국정보과학회:학술대회논문집
    • /
    • 한국정보과학회 1998년도 가을 학술발표논문집 Vol.25 No.2 (2)
    • /
    • pp.357-359
    • /
    • 1998
  • 무선 통신 환경에서 기지국 안테나를 떠난 전파가 수신안테나에 도달하는 과정 중에 발생하는 전파 손실은 매우 복잡한 비선형 함수이다. 본 논문에서는 신경회로망을 사용한 전파 손실 모델을 제안하고, 3차원 지형 데이터를 이용하여 전파 환경을 반영할 수 있는 특징을 추출하여 이를 신경회로망에 적용함으로써 전파손실 예측모델을 생성하는 방법을 소개한다. 각 필드 측정 데이터에 대한 특징 값을 이용하여 신경회로망을 학습하여 예측모델을 완성한다. 또한, 서울 도심 지역의 실제 PCS 서비스 환경에 대한 실험결과를 통해 제안하는 모델의 우수성을 보인다.

  • PDF