• 제목/요약/키워드: Rayleigh beam

검색결과 119건 처리시간 0.022초

표면 SH파의 음압 통과율과 에코 안정성에 관한 실험적 검증 (Experimental Verification on the Stability and Sound Pressure Transmission Coefficient of Surface SH-Wave)

  • 이명호
    • 한국공작기계학회논문집
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    • 제12권2호
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    • pp.23-30
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    • 2003
  • It is very important to detect and evaluate the surface or subsurface flaws because of their influences on mechanical properties of materials. Rayleigh wave and creeping wave are commonly used for the detection of surface and subsurface flaws. These techniques, however, have following problems. Each amplitudes are remarkably affected by the surface condition and evaluation of echo pattern is usually difficult because shear wave mode propagate in the material at the same time. On the other hand, surface SH-wave which is horizontally polarized shear wave traveling along near surface layer is an attractive technique for the surface or subsurface material characterization and this technique is useful to solve the problems mentioned above. In this paper, The stability and transmission coefficient of SH waves through a viscous fluid layer is theoretically studied and simulated. Its results agreed well with the theoretical expectation for the experimental verification. These experimental results show that viscosity of couplants, thickness of couplant and surface roughness are closely related to transfer efficiency in surface SH angle beam method.

The Scanning Laser Source Technique for Detection of Surface-Breaking and Subsurface Defect

  • Sohn, Young-Hoon;Krishnaswamy, Sridhar
    • 비파괴검사학회지
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    • 제27권3호
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    • pp.246-254
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    • 2007
  • The scanning laser source (SLS) technique is a promising new laser ultrasonic tool for the detection of small surface-breaking defects. The SLS approach is based on monitoring the changes in laser-generated ultrasound as a laser source is scanned over a defect. Changes in amplitude and frequency content are observed for ultrasound generated by the laser over uniform and defective areas. The SLS technique uses a point or a short line-focused high-power laser beam which is swept across the test specimen surface and passes over surface-breaking or subsurface flaws. The ultrasonic signal that arrives at the Rayleigh wave speed is monitored as the SLS is scanned. It is found that the amplitude and frequency of the measured ultrasonic signal have specific variations when the laser source approaches, passes over and moves behind the defect. In this paper, the setup for SLS experiments with full B-scan capability is described and SLS signatures from small surface-breaking and subsurface flaws are discussed using a point or short line focused laser source.

곡률 원판이 결합된 외팔 원통 쉘의 고유진동 해석 (Free Vibration Analysis of a Curvatured Plate Welded to a Clamped-Free Circular Cylindrical Shell)

  • 임정식;손동성
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문집
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    • pp.529-534
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    • 2002
  • The receptance method was applied for the analysis of a cylindrical shell with a curvaturated plate attached at the top of the shell. The boundary conditions of the shell considered here were clamped at the bottom and free at the top of the shell. Before the analysis of the shell/plate combined structure, the natural frequencies of the plate and the shell were calculated separately and then they were used in the calculation of the frequencies of the combined structure by the receptance method. The frequency equation of the combined structure was derived from the continuity condition at the junction of the shell and the plate. The frequencies for various curvature factors of the plate were presented and compared with those from ANSYS to show its validity of the present method.

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Mindlin판 특성함수를 이용한 직사각형 후판의 진동해석 (Vibration Analysis of Rectangular Thick Plates Using Mindlin Plate Characteristic Functions)

  • 이종문;김극천
    • 대한조선학회논문집
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    • 제33권2호
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    • pp.85-95
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    • 1996
  • 직사각형 Mindlin판 유추계의 고유진동 및 동적응답의 해석에 대하여 종래의 방법들 보다 정확도 및 계산효율을 향상시킬 수 있는 방법을 추구하였다. Mindlin 판이론에 입각하여 탄성구속경계조건에 대해 정식화 하고, Timoshenko 보함수로부터 시작하는 Kantorovich 방법을 원용하여 Mindlin 판특성함수를 도출했다. 이 Mindlin판 특성함수에 기초하여 등방성후판 및 직교이방성후판에 대해서 반복적 Kantorovich 방법에 의해 고유해를 구하는 방법을 제시했다. 이 방법은 정확도 및 계산효율면에서 종래의 다른 근사해법보다 그 우월성이 인정되며, 특히 중복고유치를 갖는 경우 명확한 고유치 및 고유모드를 얻을 수 있다. 또 모드해석방법에 의한 동적응답계산에 있어서도 보다 더 정확한 결과를 얻을 수 있다.

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콘크리트 넓은 보의 상태평가를 위한 초음파 속도의 통계학적 분포에 대한 연구 (A Study on the Statistical Distribution of Ultrasonic Velocities for the Condition Evaluation of Concrete Wide Beam)

  • 윤영근;이인복;사민형;오태근
    • 한국안전학회지
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    • 제32권2호
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    • pp.98-104
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    • 2017
  • The ultrasonic pulse velocities of pressure, shear, and Rayleigh waves ( P-, S-, and R- waves) have been used for the condition evaluation of various concrete structures, but the statistical distribution according to the wave type has not been studied clearly in view of data reliability and validity. Therefore, this study analyzed the statistical distribution of P-, S-, R-wave velocities in concrete wide beams of $800{\times}3100mm$ (width ${\times}$ length) with a thickness of 300 mm. In addition, we investigated an experimental consistency by the Kolmogorov-Smirnov goodness-of-fit test. The experimental data showed that the R-, S- and P- wave velocities in order have better statistical stability and reliability for in situ evaluation because R- and S-waves are less sensitive to confinement and boundary conditions. Also, good correlations between wave velocities and strength and modulus of elasticity were found, which indicate them as appropriate techniques for estimating the mechanical properties.

Dynamic Mixed Mode Crack Propagation Behavior of Structural Bonded Joints

  • Lee, Ouk-Sub;Park, Jae-Chul;Kim, Gyu-Hyun
    • Journal of Mechanical Science and Technology
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    • 제14권7호
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    • pp.752-763
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    • 2000
  • The stress field around the dynamically propagating interface crack tip under a remote mixed mode loading condition has been studied with the aid of dynamic photoelastic method. The variation of stress field around the dynamic interface crack tip is photographed by using the Cranz-Shardin type camera having $10^6$ fps rate. The dynamically propagating crack velocities and the shapes of isochromatic fringe loops are characterized for varying mixed load conditions in double cantilever beam (DCB) specimens. The dynamic interface crack tip complex stress intensity factors, $K_1\;and\;K_2$, determined by a hybrid-experimental method are found to increase as the load mixture ratio of y/x (vertical/horizontal) values. Furthermore, it is found that the dynamically propagating interface crack velocities are highly dependent upon the varying mixed mode loading conditions and that the velocities are significantly small compared to those under the mode I impact loading conditions obtained by Shukla (Singh & Shukla, 1996a, b) and Rosakis (Rosakis et al., 1998) in the USA.

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선편광된 10 GHz 선폭의 1 kW급 20/400-㎛ 이터븀 첨가 광섬유 레이저 (Linearly Polarized 1-kW 20/400-㎛ Yb-doped Fiber Laser with 10-GHz Linewidth)

  • 정예지;정민완;이강인;김태우;김재인;이용수;조준용
    • 한국광학회지
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    • 제32권3호
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    • pp.120-125
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    • 2021
  • 본 연구에서는 다파장 빔결합을 위한 master oscillator power amplifier (MOPA) 구조의 선편광 고출력 이터븀 첨가 광섬유 레이저를 개발하였다. 유도 브릴루앙 산란(stimulated Brillouin scattering, SBS)을 억제하기 위하여 pseudo-random binary sequence (PRBS) 신호로 위상 변조 및 비트길이를 최적화한 선폭 약 10 GHz의 시드 레이저를 구현하였으며, 이를 이용하여 3단 증폭을 하였다. 주 증폭단에서는 모드 불안정성 현상(mode instability, MI)의 문턱값을 높이기 위하여 코어 및 클래딩의 직경이 각각 20 ㎛, 40 ㎛인 편광유지(polarization maintaining, PM) 이터븀 첨가 광섬유를 이용하고 지름이 약 9-12 cm인 나선형 홈에 적용하였다. 그 결과, 입사된 여기광 대비 기울기 효율이 83.7%인 1.004 kW의 레이저 출력을 얻었다. 또한, 빔품질(M2)과 편광소광율(polarization extinction ratio, PER)은 각각 1.12와 21.5 dB로 측정되었다. 더욱이, 역방향 스펙트럼의 레일리 신호와 SBS 신호의 첨두 세기 비율은 2.36 dB로 관측되어, SBS가 완화된 레이저 구현을 확인하였다. 또한 증폭 출력에 따라 기울기 효율 및 빔품질의 저하가 없어 모드불안정이 발생하지 않음을 확인하였다.

Spectral Fatigue Analysis for Topside Structure of Offshore Floating Vessel

  • Kim, Dae-Ho;Ahn, Jae-Woo;Park, Sung-Gun;Jun, Seock-Hee;Oh, Yeong-Tae
    • Journal of Advanced Research in Ocean Engineering
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    • 제1권4호
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    • pp.239-251
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    • 2015
  • In this study, a spectral fatigue analysis was performed for the topside structure of an offshore floating vessel. The topside structure was idealized using beam elements in the SACS program. The fatigue analysis was carried out considering the wave and wind loads separately. For the wave-induced fatigue damage calculation, motion RAOs calculated from a direct wave load analysis and regular waves with different periods and unit wave heights were utilized. Then, the member end force transfer functions were generated covering all the loading conditions. Stress response transfer functions at each joint were produced using the specified SCFs and member end force transfer functions. fatigue damages were calculated using the obtained stress ranges, S-N curve, wave spectrum, heading probability of each loading condition, and their corresponding occurrences in the wave scatter diagrams. For the wind induced fatigue damage calculation, a dynamic wind spectral fatigue analysis was performed. First, a dynamic natural frequency analysis was performed to generate the structural dynamic characteristics, including the eigenvalues (natural frequencies), eigenvectors (mode shapes), and mass matrix. To adequately represent the dynamic characteristic of the structure, the number of modes was appropriately determined in the lateral direction. Second, a wind spectral fatigue analysis was performed using the mode shapes and mass data obtained from the previous results. In this analysis, the Weibull distribution of the wind speed occurrence, occurrence probability in each direction, damping coefficient, S-N curves, and SCF of each joint were defined and used. In particular, the wind fatigue damages were calculated under the assumption that the stress ranges followed a Rayleigh distribution. The total fatigue damages were calculated from the combination with wind and wave fatigue damages according to the DNV rule.

선체갑판(船體甲板)의 국부진동(局部振動)에 대한 방진설계(防振設計)에 관한 연구(硏究) (A Study on the Preventive Measures against Local Vibrations of Ships' Deck Panels)

  • 김극천;김형만
    • 대한조선학회지
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    • 제18권1호
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    • pp.1-8
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    • 1981
  • To contribute to the preventive measures against local vibrations of ship's deck panels, some investigations into the prediction method of the natural frequency of the vibration of stiffened plates were done. Firstly, an analytical method based on the orthotropic plate analogy and the Rayleigh method using eigenfunctions of the Euler beam was shown, and numerical results of a regularly stiffened plate were compared with experimental results. And then, the method was extended to stiffened plates having one or two irregular stiffeners to obtain an approximate formula showing the relation between the change of the natural frequency and the size of the irregular stiffeners. The latter case was investigated for the purpose of providing a convenient design manual applicable to cure of local resonant vibrations of ships' deck panels by additional reinforcement of one or two stiffeners. In the analytical development the boundary was assumed to be rigidly supported and elastically restrained against rotation. In the experiment, however, only an extreme case i.e. simply supported boundary was investigated. The results of the investigation show that there is a fairly good conformity between the analytical results and the experimental ones in the first case, and that the approximate formula for the second case is confirmed also to be reliable for the design purpose. Considering that actual boundary conditions of deck panels in ship structures lie mostly somewhere between the simple support and the fixed, the authors discussed problems of the joint efficiency at the boundary of deck panels from the viewpoint of the practical application of the formulae.

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