• 제목/요약/키워드: Two-dimensional Waves

검색결과 415건 처리시간 0.024초

SEMI-HYPERBOLIC PATCHES ARISING FROM A TRANSONIC SHOCK IN SIMPLE WAVES INTERACTION

  • Song, Kyungwoo
    • 대한수학회지
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    • 제50권5호
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    • pp.945-957
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    • 2013
  • In this paper we consider a Riemann problem, in particular, the case of the presence of the semi-hyperbolic patches arising from a transonic shock in simple waves interaction. Under this circumstance, we construct global solutions of the two-dimensional Riemann problem of the pressure gradient system. We approach the problem as a Goursat boundary value problem and a mixed initial-boundary value problem, where one of the boundaries is the transonic shock.

스펙트럴요소법을 이용한 평판의 동적거동해석 (Spectral Element Method for the Dynamic Behaviors of Plate)

  • 이상희;이준근;이우식
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1996년도 춘계학술대회논문집; 부산수산대학교, 10 May 1996
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    • pp.328-334
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    • 1996
  • Finite Element Method(FEM) is the most popularly used method in analyzing the dynamic behaviors of structures. But unless the number of finite elements is large enough, the results from FEM are somewhat different from exact analytical solutions, especially at high frequency range. On the other hand, as the Spectral Element Method(SEM) deals directly with the governing equations of structures, the results from this method cannot but be exact regardless of any frequency range. However, despite two dimensional structures are more general, the SEM has been applied only to the analysis of one dimensional structures so far. In this paper, therefore, new methodologies are introduced to analyze the two dimensional plate using SEM. The results from this new method are compared with the exact analytical solutions by letting the two dimensional plate be one dimensional one and showed the dynamic responses of two dimensional plate by including various waves propagated into x-direction.

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스펙트럴소법을 이용한 평판의 동적거동 해석 (A Study on the Dynamic Behaviors of Plate Structure Using Spectral Element Method)

  • 이우식;이준근;이상희
    • 소음진동
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    • 제6권5호
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    • pp.617-624
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    • 1996
  • Finite Element Method(FEM) is one of the most popularly used method in analyzing the dynamic behaviors of structures. But unless the number of finite elements is large enough, the results from FEM are somewhat different form exact analytical solutions, especially at high frequency range. On the other hand, as the Spectral Element Method(SEM) deals directly with the governing equations of structures, the results from this method cannot but be exact regardless of any frequency range. However, despite two dimensional structures are more general, the SEM has been applied only to the analysis of one dimensional structures so far. In this paper, therefore, new methodologies are introduced to analyze the two dimensional plate structure using SEM. The results from this new method are compared with the exact analytical solutions by letting the two dimensional plate structure be one dimensional and showed the dynamic responses of two dimensional plate by including various waves propagated into x-direction.

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The nonlocal theory solution for two collinear cracks in functionally graded materials subjected to the harmonic elastic anti-plane shear waves

  • Zhou, Zhen-Gong;Wang, Biao
    • Structural Engineering and Mechanics
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    • 제23권1호
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    • pp.63-74
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    • 2006
  • In this paper, the scattering of harmonic elastic anti-plane shear waves by two collinear cracks in functionally graded materials is investigated by means of nonlocal theory. The traditional concepts of the non-local theory are extended to solve the fracture problem of functionally graded materials. To overcome the mathematical difficulties, a one-dimensional non-local kernel is used instead of a two-dimensional one for the anti-plane dynamic problem to obtain the stress field near the crack tips. To make the analysis tractable, it is assumed that the shear modulus and the material density vary exponentially with coordinate vertical to the crack. By use of the Fourier transform, the problem can be solved with the help of a pair of triple integral equations, in which the unknown variable is the displacement on the crack surfaces. To solve the triple integral equations, the displacement on the crack surfaces is expanded in a series of Jacobi polynomials. Unlike the classical elasticity solutions, it is found that no stress singularities are present at crack tips.

투수성해안구조물과 불규칙파의 상호작용에 관한 수치모델 연구 (A Study of the Numerical Model on the Interaction between Irregular Waves and Permeable Coastal Structures)

  • 김종욱;남인식;윤한삼;류청로
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 춘계학술대회 논문집
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    • pp.186-195
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    • 2001
  • The purpose of this study is to develop the time-dependent, one-dimensional numerical model on the interaction between irregular waves and two-layer permeable coastal structures, by extending and modifying the numerical model PBREAK(Wurjanto and Kobayashi, 1992) which is applicable only to one-layer permeable coastal structures. The two-layer permeable coastal structure consists of two permeable underlayers with different permeable media resting on an impermeable slope and an armor layer covering the permeable underlayer. The numerical model of this study simulates the wave over rough permeable underlayer of arbitrary geometry as well as the waves inside two-permeable underlayers of arbitrary thickness for specified normally-incident irregular waves. The utility of the numerical model is founded from comparing with PBREAK and the four hydraulic model tests under irregular waves. The sensitivities of computed results according to typical parameters(porosity, stone diameter, horizontal width of the permeable underlayer) and major factors(friction factor of primary armor layer etc.) discussed.

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혼성방파제 케이슨에 작용하는 파압과 선단 주변에서 파랑특성에 관한 수치모의(일방향불규칙파에 대해) (Numerical Simulation of Wave Pressure Acting on Caisson and Wave Characteristics near Tip of Composite Breakwater (for One Directional Irregular Waves))

  • 전재형;최군호;이광호;김도삼
    • 한국해안·해양공학회논문집
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    • 제32권6호
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    • pp.531-552
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    • 2020
  • 선행연구에서는 3차원규칙파에 대해 olaFlow 수치모델을 적용하여 혼성방파제의 선단 주변에서 파랑특성 및 케이슨에 작용하는 파압특성을 검토하였다. 본 연구에서는 동일한 수치모델과 혼성방파제의 배치 및 형상을 적용하여 일방향불규칙파의 작용 하에 고천단의 마운드 상에 놓인 케이슨의 선단 주변에서 회절파의 발생과 배후역으로의 영향 및 케이슨에 작용하는 충격쇄파압을 포함한 파압의 공간적인 변동 등을 2차원 및 3차원적으로 검토한다. 또한, 수치해석으로부터 혼성방파제 주변에서 주파수스펙트럼, 평균유의파고, 평균수평유속 및 평균난류운동에너지의 변동특성도 면밀히 분석·검토한다. 이로부터 2차원수치해석에서는 발생되지 않았던 충격쇄파압이 3차원수치해석에서는 발생되는 경우가 나타나고, 충격쇄파압의 발생 시 경우에 따라 기존의 설계조건보다 매우 큰 파압이 정수면 근방의 케이슨의 전면 벽체에 작용되는 등의 중요한 결과를 얻을 수 있었다. 또한, 동일한 입사유의파랑에 대해 케이슨에 작용하는 파압분포가 방파제의 길이에 따라 변동하는 것을 확인할 수 있었으며, 이러한 변동은 크기에서 차이를 나타내지만, 3차원규칙파에 대한 선행연구의 경우와 유사한 특성을 갖는다.

변형된 코노스코픽 홀로그래피를 이용한 바이어스와 공액영상의 제거 (Removal of bias and conjugate image using the modified conoscopic holography)

  • 김수길
    • 조명전기설비학회논문지
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    • 제29권12호
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    • pp.22-27
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    • 2015
  • Conoscopic holography, which consists of two linear polarizers and two wave plates, and an uniaxial crystal, is incoherent holographic technology for three-dimensional display. In the uniaxial crystal, the wave from object divides into extraordinary and ordinary waves and phase difference between two waves is caused by the different refractive index of two waves. Four intensity patterns, which are made by phase difference, are obtained using LCLV(liquid crystal light valve) and conoscopic holography system. By combining four intensity patterns, the complex hologram without bias and conjugate image. In this paper, we propose the optimized system, which consists of a wave plate and a linear polarizer, and uniaxial crystal. In the proposed system, it doesn't need LCLV. By adjusting the azimuth angle of a linear polarizer and a wave plate, we derive four intensity patterns in recording plane. We demonstrate theoretically that the complex hologram with bias and a conjugate image is obtained using the proposed system.

Nonlinear Waves of a Two-Layer Compressible Fluid over a Bump

  • Kim H. Y.;Choi J. W.
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2000년도 춘계 학술대회논문집
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    • pp.113-119
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    • 2000
  • Two-dimensional steady flow of two immiscible, compressible fluids are considered when the temperature of each layer is constant. Both upper and lower fluids are bounded by two horizontal rigid boundaries with symmetric obstruction of compact support at the tourer boundary. By using asymptotic method, we derive the forced K-dV equation governing interfacial wave. Various solutions and numerical results are presented.

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인장 계류식 해양구조물의 동적응답 해석법의 개발 (Development of a Dynamic Response Analysis Method of Tension Leg Platforms in Waves)

  • 구자삼;이창호;홍봉기
    • 한국해양공학회지
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    • 제7권1호
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    • pp.133-146
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    • 1993
  • A numerical procedure is described for predicting the motion and structural responses of tension leg platforms (TLPs) in waves. The developed numerical approach is based on combination of a three dimensional source distribution method and the dynamic response analysis method, in which the superstructure of TLPs is assumed flexible instead of the rigid body assumption used in usual two-step analysis method, proposed by Yoshida et. al. .The hydrodynamic interactions among TLP members, such as columms and pontoons, are included in the motion and structural analyses. Numerical results are compared with the experimental and numerical ones, which are obtained in the literature, of the motion and structural responses of a TLP in waves. The results of comparison confirmed the validity of the proposed approach.

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Finite Element Modeling of Wall Thinning Defects: Applications to Lamb Wave Generation and Interaction

  • Jeong, Hyun-Jo;Kim, Tae-Ho;Lee, Seung-Seok;Kim, Young-Gil
    • 비파괴검사학회지
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    • 제28권2호
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    • pp.199-204
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    • 2008
  • The generation of axisymmetric Lamb waves and interaction with wall thinning (corrosion) defects in hollow cylinders are simulated using the finite element method. Guided wave interaction with defects in cylinders is challenged by the multi-mode dispersion and the mode conversion. In this paper, two longitudinal, axisymmetric modes are generated using the concept of a time-delay periodic ring arrays (TDPRA), which makes use of the constructive/destructive interference concept to achieve the unidirectional emission and reception of guided waves. The axisymmetric scattering by the wall thinning extending in full circumference of a cylinder is studied with a two-dimensional FE simulation. The effect of wall thinning depth, axial extension, and the edge shape on the reflections of guided waves is discussed.