• 제목/요약/키워드: Wave Refraction

검색결과 206건 처리시간 0.024초

초음파를 이용한 CFRP 복합재의 일방향 비파괴 평가 (One-Sided Nondestructive Evaluation of CFRP Composites By Using Ultrasonic Sound)

  • 임광희;장계림;최성록;예창희;류제성;임수환;한민규
    • 한국생산제조학회지
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    • 제20권1호
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    • pp.47-52
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    • 2011
  • It is well known that stiffness of composites depends on layup sequence of CFRP(carbon fiber reinforced plastics) laminates because the layup of composite laminates influences their properties. Ultrasonic NDE of composite laminates is often based on the backwall echoes of the sample. A pair of such transducers was mounted in a holder in a nose-to-nose fashion to be used as a scanning probe on composites. Miniature potted angle beam transducers were used (Rayleigh waves in steel) on solid laminates of composites. Experiments were performed to understand the behavior of the transducers and the nature of the waves generated in the composite (mode, wave speed, angle of refraction). C-scan images of flaws and impact damage were then produced by combining the pitch-catch probe with a portable manual scanner known as the Generic Scanner ("GenScan"). The pitch-catch signal was found to be more sensitive than normal incidence backwall echo of longitudinal wave to fiber orientation of the CFRP composites, including low level porosity, ply waviness, and cracks. Therefore, it is found that the experimentally Rayleigh wave variation of pitch-catch ultrasonic signal was consistent with numerical results and one-side ultrasonic measurement might be very useful to detect the defects.

Resolving a velocity inversion at the geotechnical scale using the microtremor (passive seismic) survey method

  • Roberts James C.;Asten Michael W.
    • 지구물리와물리탐사
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    • 제7권1호
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    • pp.14-18
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    • 2004
  • High levels of ambient noise and safety factors often limit the use of 'active-source' seismic methods for geotechnical investigations in urban environments. As an alternative, shear-wave velocity-depth profiles can be obtained by treating the background microtremor wave field as a stochastic process, rather than adopting the traditional approach of calculating velocity based on ray path geometry from a known source. A recent field test in Melbourne demonstrates the ability of the microtremor method, using only Rayleigh waves, to resolve a velocity inversion resulting from the presence of a hard, 12 m thick basalt flow overlying 25 m of softer alluvial sediments and weathered mudstone. Normally the presence of the weaker underlying sediments would lead to an ambiguous or incorrect interpretation with conventional seismic refraction methods. However, this layer of sediments is resolved by the microtremor method, and its inclusion is required in one-dimensional layered-earth modelling in order to reproduce the Rayleigh-wave coherency spectra computed from observed seismic noise records. Nearby borehole data provided both a guide for interpretation and a confirmation of the usefulness of the passive Rayleigh-wave microtremor method. Sensitivity analyses of resolvable modelling parameters demonstrate that estimates of shear velocities and layer thicknesses are accurate to within approximately $10\%\;to\;20\%$ using the spatial autocorrelation (SPAC) technique. Improved accuracy can be obtained by constraining shear velocities and/or layer thicknesses using independent site knowledge. Although there exists potential for ambiguity due to velocity-thickness equivalence, the microtremor method has significant potential as a site investigation tool in situations where the use of traditional seismic methods is limited.

시간의존 완경사방정식을 이용한 항내 파고분포 계산 (Computation of Wave Height Distribution Inside a Harbor Using Time-Dependent Mild-Slope Equation)

  • 곽문수;홍길표;편종근
    • 한국해안해양공학회지
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    • 제2권1호
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    • pp.18-27
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    • 1990
  • 항내 파랑모형의 여러 가지 요인을 종합해서 다를 수만 있다면 항만시설의 적절한 배치의 관건인 항내 정온도 판정에 기여하는 바가 매우 클 것이다. 본 논문은 시간의존 완경사방정식을 기본방정식으로 하고, 실제 항만의 반사조건에 적합한 임의반사율 환경조건을 도입하여, 파랑의 굴절, 회절, 천수효과 및 반사 등을 모두 고찰할 수 있는 수치모형을 확립하였다. 본 수치모형을 후포항에 적용하여 그 계산결과와 수리모형실험 및 Takayama 모형의 결과와 비교함으로 써 본 모형의 타당성을 검토하였다. 수리모형실험 결과와는 비교적 잘 일치하였고, Takayama 모형(1981)의 결과와도 유사한 결과를 보여주었다. 따라서, 본 수치모형은 항내 정온도를 판정함에 있어서 유용하게 쓰일 수 있을 것이다.

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Boussinesq 방정식을 이용한 동해지진해일 수치실험 연구 (A Study on the Numerical Simulation of the Seismic Sea Waves in the East Sea based on the Boussinesq Equation)

  • 김성대;정경태;박수영
    • Ocean and Polar Research
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    • 제29권1호
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    • pp.9-31
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    • 2007
  • Most seismic sea waves in the East Sea originate from earthquakes occurring near the Japanese west coast. While the waves propagate in the East Sea, they are deformed by refraction, diffraction and scattering. Though the Boussinesq equation is most applicable for such wave phenomena, it was not used in numerical modelling of seismic sea waves in the East Sea. To examine characteristics of seismic sea waves in the East Sea, numerical models based on the Boussinesq equation are established and used to simulate recent tsunamis. By considering Ursell parameter and Kajiura parameter, it is proved that Boussinesq equation is a proper equation for seismic sea waves in the East Sea. Two models based on the Boussinesq equation and linear wave equation are executed with the same initial conditions and grid size ($1min{\times}1min$), and the results are compared in various respects. The Boussinesq equation model produced better results than the linear model in respect to wave propagation and concentration of wave energy. It is also certified that the Boussinesq equation model can be used for operational purpose if it is optimized. Another Boussinesq equation model whose grid size is $40sec{\times}30sec$ is set up to simulate the 1983 and 1993 tsunamis. As the result of simulation, new propagation charts of 2 seismic sea waves focused on the Korean east coast are proposed. Even though the 1983 and 1993 tsunamis started at different areas, the propagation paths near the Korean east coast are similar and they can be distinguished into 4 paths. Among these, total energy and propagating time of the waves passing over North Korea Plateau(NKP) and South Korea Plateau(SKP) determine wave height at the Korean east coast. In case of the 1993 tsunami, the wave passing over NKP has more energy than the wave over SKP. In case of the 1983 tsunami, the huge energy of the wave passing over SKP brought about great maximum wave heights at Mukho and Imwon. The Boussinesq equation model established in this study is more useful for simulation of seismic sea waves near the Korean east coast than it is the Japanese coast. To improve understanding of seismic sea waves in shallow water, a coastal area model based on the Boussinesq equation is also required.

심부 퇴적층 탐사를 위한 수신함수와 표면파 위상속도를 이용한 다측점 자료의 복합 역산 (Multi-station joint inversion of receiver function and surface-wave phase velocity data for exploration of deep sedimentary layers)

  • ;산중 호명
    • 지구물리와물리탐사
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    • 제10권1호
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    • pp.19-28
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    • 2007
  • 이 연구에서는 심부 퇴적층의 S-파 속도구조 추정을 위하여 여러 지점에서 획득된 수신함수와 표면파 위상속도 자료를 이용하는 유전자 알고리즘 기반 복합 역산기법을 제안하였다. 이 방법은 서로 다른 지점에서 획득된 자료를 동시에 역산하기 위해, 역산대상 지역 내 모든 측점 상부의 지층 물성 - 특히 S-파 속도 -이 균열하다고 가정하는 방식으로 역산대상 지역 상부층의 층서적 연속성을 고려한다. 인공합성 자료를 이용한 수치실험 결과, 본 방법은 제한된 주기대역을 가지는 표면파 위상속도 자료만을 모델링 할 때 발생하는 심부 지층 물성정보에 대한 불확실성을 효과적으로 줄일 수 있음을 보여주었다. 또한 본 연구에서는 한 지점에서 획득된 지진파 기록으로부터 구해진 수선함수와, 일본 동경 중부지역에서 수행된 미소진동탐사로부터 획득된 두 개의 레일리파 위상속도 자료에 대해 제안된 기법을 적용하였다. 그 결과, 추정된 지하 구조는 선행된 탄성파 굴절법 탐사와 심부 시추공 자료와 잘 일치하는 양상을 보여주었다. 이러한 측면에서, 제안된 방법은 수신함수만을, 흑은 표면파 위상속도 자료만을 이용하는 개별역산에 비해 보다 정확하고 신뢰할 수 있는 모델을 제공하는 방법이 될 수 있을 것으로 판단된다.

PROPAGATION OF SUDDEN IMPULSES IN A DIPOLAR MAGNETOSPHERE

  • LEE DONG-HUN;SUNG SUK-KYUNG
    • 천문학회지
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    • 제36권spc1호
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    • pp.101-107
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    • 2003
  • The magnetosphere is often perturbed by impulsive input such as interplanetary shocks and solar wind discontinuities. We study how these initial perturbations are propagating within the magnetosphere over various latitude regions by adopting a three-dimensional numerical dipole model. We examine the wave propagation on a meridional plane in a time-dependent manner and compare the numerical results with multi-satellite and ground observations. The dipole model is used to represent the plasmasphere and magnetosphere with a realistic Alfven speed profile. It is found that the effects of refraction, which result from magnetic field curvature and inhomogeneous Alfven speed, are' found to become important near the plasmapause. Our results show that, when the disturbances are assumed at the subsolar point of the dayside magnetosphere, the travel time becomes smaller to the polar ionosphere compared to the equatorial ionosphere.

전자파 산란 및 역산란 문제의 해석 기법

  • 김세윤
    • 한국전자파학회지:전자파기술
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    • 제2권4호
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    • pp.39-46
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    • 1991
  • 전자파 문제는 넓은 의미로 산란(scattering)문제와 역산란(inverse scattering)문제로 나눌 수 있다. 먼저 산란 문제는 에너지 또는 정보가 실린 전자파를 한 지점에서 다른 지점으로 보낼 때 통과하는 경로상의 매질 분포에 따라 왜곡 또는 변형되는 정도를 알아내는 것으로 반사(reflection), 굴절(refraction), 회절(diffraction)등 의 현상을 수반한다. 이 때 전자파를 왜곡시키는 물체를 산란체라고 부르며, 이러한 산란체로서는 전송선, 도파관, 광섬유 등과 같은 도파구조(guided wave structure)자체일 수 있으며 그들 내부에 고의로 부착된 첨가물일 수도 있다. 또한 공기나 지하와 같은 개방 구조 내의 물체나 비균일 매질 분포도 산란체가 될 수 있다. 이와는 반대로 역산란 문제는 알고 있는 전자파를 미지의 산란체에 가한 후, 여기서 산란된 전자파를 측정하여 얻은 자료로 부터 역으로 산란체의 위치, 크기, 모양, 매질 특성 등을 알아내는 것이다. 이러한 역산란 문제는지하 탐사(geophysical probing), 원격탐사(remote sensing), 레이다 영상(radar imaging), 의료진단(medical diagnosis), 비파괴 검사(nondestructive testing)등과 같은 많은 응용분야에 걸쳐 있다. 본 원고에서는 전자파 산란 및 역산란 문제에 대한 기존의 다양한 해석기법들을 체계적으로 분류하고, 이들의 적용범위와 한계에 대해 간략히 소개하기로 한다.

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Shallow Crustal Structure of the Bransfield Basin Using an Autonomous Underwater Hydrophone

  • ;박민규;홍종국;이주한
    • 지구물리
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    • 제9권4호
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    • pp.351-359
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    • 2006
  • We investigated subsurface structures of the Bransfield Basin, the Antarctic with AUH (Autonomous Underwater Hydrophne) which was designed to record abyssal T-waves generated from submarine earthquakes. The data obtained from a multi-channel seismic survey and an AUH were used for this study. A seismic reflection method was applied to the multi-channel seismic survey data in order to identify bathymetry and sedimentary structures, and the signals recorded in the AUH were used to obtain deep structures as we applied a seismic refraction method. Even though we couldn’t investigate deeper and detailed structure in study area because of lack of Airgun’s capacity, the AUH showed possibilities for being used for a marine seismic survey. From this experiment, we decided the upper and lower sediment layer velocities, detected irregular basement topography probably caused by submarine volcanic/magmatic activities, and retrieved the velocity of the basement and the depth of the sediment layer/basement boundary.

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Use of the Mass-Spying Lattice Model for Simulation of Ultrasonic Waves in Austenitic Welds

  • Baek, Eun-Sol;Yim, Hyun-June
    • 비파괴검사학회지
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    • 제26권1호
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    • pp.30-39
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    • 2006
  • Feasibility is studied for an application of the mass-spring lattice model (MSLM), a numerical model previously developed for unidirectional composites, to the numerical simulation of ultrasonic inspection of austenitic welds modeled as transversely isotropic. Fundamental wave processes, such as propagation, reflection, refraction, and diffraction of ultrasonic waves in such an inspection are simulated using the MSLM. All numerical results show excellent agreement with the analytical results. Further, a simplified model of austenitic weld inspection has been successfully simulated using the MSLM. In conclusion, a great potential of the MSLM in numerically simulating ultrasonic inspections of austenitic welds has been manifested in this work, though significant further efforts will be required to develop a model with field practicality.

서해안 해수욕장의 침식원인 분석결과와 시사점 (Study on Erosion Cause Analysis and Implication)

  • 최정훈;최진용;조영권
    • 한국관개배수논문집
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    • 제19권1호
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    • pp.3-18
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    • 2012
  • In recent years, as environmental problems have become great concerns among many people, th loss of beach sand has become one of the highly controversial issue. Major reasons for the beach erosion within the cases of West Coast can be classified as: 1) erosion at Unyeo, Baeksajang beaches are caused by the wave refraction according to the large-scale sand dredging, 2) erosion at Kkotji, Baeksajang, and Unyeo beaches are caused by large-scale embankment construction and the coastal road construction, and 3) erosion at Chollipo and Hakampo beaches are caused by construction of small ports. Erosion in the west coast of Korea coast beach erosion control measures, include groin, zeotube, terraced stone, jetty groin, and beach nourishment. Erosion control measures initially installed to prevent erosion showed a positive effect. However, if there is no continuous source of sand, the effect of measures is fewness.

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