• Title/Summary/Keyword: 감쇠모형

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Attenuation Characterization of L(0,2) Guided Wave Mode through Numerical Analyses and Model Experiments with Buried Steel Pipe (수치해석과 모형실험을 통한 매립배관에서의 유도초음파 L(0,2) 모드의 감쇠 특성 평가)

  • Lee, Juwon;Na, Won-Bae
    • Journal of Ocean Engineering and Technology
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    • v.27 no.1
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    • pp.16-23
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    • 2013
  • By carrying out numerical analyses and model experiments, this paper presents the attenuation characterization of an L(0,2) guided ultrasonic wave propagating in a buried steel pipe. From this investigation, we first find that the L(0,2) mode has a better attenuation property. Second, it is shown from the numerical analyses that the attenuation increases with increases in the soil embedment length (0, 500, 1000, and 1500 mm) and degrees of saturation (0, 50, 99, and 100%). Third, it is also shown from the model experiment that the attenuation increases as the embedment lengths and soil moisture quantities (0, 10, 20, and 30 kg) increase. Finally, we find that an exponential extrapolation gives a better attenuation prediction because the extrapolation gives similar attenuation patterns between the numerical and experimental results.

A Comparison of Dynamics of Rotor Systems for Different Internal Damping Models (분포 내부 감쇠 모형에 따른 회전체 계 동특성 비교 연구)

  • 박종혁;전봉석;강중옥;홍성욱
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2001.11b
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    • pp.838-843
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    • 2001
  • Internal damping plays an important role in some rotor dynamic systems with the use of various materials for shafts, for example, composite material. However, although the effects of internal damping have been investigated for a couple of decades, there are several different internal damping models in use, none of which are accepted as the most reliable model. The purpose of this paper is to compare the results of dynamic analysis of rotor systems with several different internal damping models. The exact dynamic element method is used to formulate and analyze the problem. The simulation results provided in this paper may be useful for the dynamic analysis of high rotor systems subject to significant internal damping.

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Characteristics and Dynamic Modeling of MR Damper for Semi-active Vibration Control (준능동 진동 제어를 위한 MR 감쇠기의 동적 모델링을 통한 특성분석)

  • Heo, Gwang-Hee;Jeon, Seung-Gon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.17 no.6
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    • pp.61-69
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    • 2013
  • This research is aimed to evaluate characteristics and dynamic modeling of MR damper for semi-active vibration control. A MR damper of semi-active type was designed and made for the purpose of controlling the vibration of a real-size model structure. Usually a semi-active control system equipped with a MR damper requires a dynamic model which expresses numerical data about the damping capacity and dynamic characteristics generated by a MR damper. To fulfil the requirement, a Power model and a Bingham model were particularly employed among many dynamic models of MR damper. Those models being contrasted with other ones, a dynamic test was carried out on the developed MR damper. In the test, excitation frequencies were conditioned to be 0.15 Hz, 1.0 Hz, and 2.0 Hz, and three different currents were adopted for each frequency. From these test results, it was found that displacement affected control capacity of the MR damper. The test results led to the identification of model variables for each dynamic model, on the basis of which a force-speed relation curve and expected damping force were derived and contrasted to those of the developed MR damper. Therefore, it was proven that the MR damper designed and made in this research was effective as a semi-active controller, and also that displacement of 2mm at minimum was found to be secured for vibration control, through the test using various displacements.

Development of a land surface soil temperature prediction model considering air temperature and vegetation (기온과 식생을 고려한 지표면 토양온도 예측 모형 개발)

  • Cho, Seon-Ju;Kim, Sang-Dan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.284-288
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    • 2012
  • 토양온도는 기후변화, 지역기상모형, 수생태 영향과 밀접한 상관성을 가지고 있으며 이에 대한 연구들이 활발하게 진행 중에 있다. 특히 기후는 토양의 분포와 성장, 그리고 소멸에 영향을 미치고, 식생은 증산과정에 의해 대기로 수분을 내보내는 과정을 통해 기후에 영향을 미치고 있다. 이 때, 지표면의 토양온도는 토양수분 및 식생의 성장에 영향을 미치게 된다. 이에 본 연구에서는 격자기반 일 지표면 토양온도 모형이 제안되며, 이를 이용하여 한반도 남동쪽에 위치한 낙동강 유역 내 안동댐 상류지역에 대한 지표면 토양온도가 모의된다. 제안된 모형의 구동을 위해 필요한 입력 자료는 일평균기온 및 관측 NDVI 자료이다. 전국 60개 지점에서 관측된 일 평균기온은 고도가 고려된 Krignig기법을 이용하여 격자별로 구축되며, NDVI 및 지표면 토양온도를 위한 위성자료는 적절한 전처리 과정을 거쳐 자료를 구축한다. 전반적으로 모의된 일 지표면 토양온도는 관측 자료를 잘 재현하고 있는 것으로 분석된다. 추가적으로 감쇠율을 적용하여 토양온도를 토양깊이에 따라 예측하는 방법이 제안되며, 토양깊이에 따라 토양온도가 감소하는 경향을 살펴볼 수 있을 것이다. 이상과 같이 본 연구에서 제안된 모형은 추후 하천수온예측 및 격자기반의 수문모형의 구성을 위한 기초자료를 제공할 것으로 기대된다. 더 나아가 본 연구는 기후-토양-식생의 관계를 바탕으로 미래기후에 대한 물 환경 영향을 평가하는데 있어서 기여할 수 있을 것으로 판단된다.

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Updating of a Finite Element Model with a Damping Effect Using Frequency Response Functions (주파수응답함수를 이용한 감쇠가 있는 유한요소모형의 개선)

  • Lee, Geon-Myeong;Lee, Hyeong-Seok;Lee, Han-Hui
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.26 no.5
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    • pp.872-880
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    • 2002
  • The finite element analysis is frequently used to predict dynamic responses of complex structures. Since the predicted responses often differ from experimentally measured ones, updating of the finite element models is performed to make the finite element results agree with the measured ones. Among several model updating methods, one is to use FRF(frequency response function) data without a modal analysis. This paper investigates characteristics of the model updating method in order to improve the method. The investigation is focused on how to obtain FRFs for unmeasured rotational displacements and how to consider damping. For the investigation simulated data and experimental data for a cantilever beam are used.

Wet Damping Estimation of the Segmented Hull Model using the Random Decrement Technique (랜덤 감쇠기법을 이용한 분할모형의 접수 감쇠계수 추정)

  • Kim, Yooil;Park, Sung-Gun
    • Journal of the Society of Naval Architects of Korea
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    • v.50 no.4
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    • pp.217-223
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    • 2013
  • This paper presents the wet damping estimation of the segmented hull model using the random decrement technique together with the continuous wavelet transform. The tested 16 sea states are grouped together based on the speed of the ship in order to figure out the possible influence of the ship speed on the damping ratio. The measured time histories of vertical bending moment for each tested sea state were processed with random decrement technique to derive the free decay signal, from which the damping ratios are estimated. Also, the autocorrelation functions of the filtered signal were calculated and comparison was made with the free decay signal obtained from the random decrement technique. Then the wet damping ratios for each sea state group, as well as precise wet natural frequencies, are estimated by using continuous wavelet transform. It turned out that the wet natural frequencies derived from the measured signal did not show any significant discrepancy compared with those obtained by wet hammering test, whereas the damping ratio did. It was considered that the discrepancy of the damping ratio between in calm and moving water may be attributed to the viscous effects caused by dramatically different flow pattern and relative velocity between the vibrating structure and surrounding fluid particles.

Wave Simulation on Youngil Bay by WAM Extended to Shallow Water (천해역으로 확장된 WAM모형에 의한 영일만 파랑모의)

  • Chun, Je-Ho;Ahn, Kyung-Mo;Yoon, Jong-Tae
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.19 no.6
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    • pp.511-520
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    • 2007
  • WAM(WAve Model), deep water wave model has been extended to the region of shallow water, incorporating wave breaking, and triad wave interaction. To verify the model, numerical simulation of waves in Youngil bay, Pohang is performed and the simulated results show good agreements with measured wave data sets, one station at the mouth of bay and two stations inside the bay. As waves propagate toward the shore, wave height gradually diminishes by bottom friction and wave breaking, and wave direction, initially NE changes normal to the shore due to depth refraction.

A Comparative Study of 2-Dimensional Turbulence Models for Thermal Discharge (2차원 온배수 난류모형의 비교연구)

  • Choi, Hung-Sik
    • Journal of Korea Water Resources Association
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    • v.32 no.3
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    • pp.225-235
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    • 1999
  • For a comparative evaluation of three turbulence models in the analyses of thermal discharge behavior into a crossflow, a 2-dimemsional near-field numerical model is developed. The selected models are k-$\varepsilon$ and k-ι turbulence models as a 2-equation turbulence model and a 4-equation turbulence model in which the transport equations for mean of the temperature fluctuation squared and its dissipation rate for the consideration of buoyancy production and turbulent heat flux terms are added to a k-$\varepsilon$ turbulence model. The developed models are applied to a steady flow in an open channel with simple geometry and the numerical results agree with the existing experimental data. Numerical results of buoyancy induced gravitational lateral spreading by 4-equation turbulence model agree with the experimental data better than those of 2-quation turbulence models. The flow patterns by 4 and 2-equation turbulence models are similar.

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Parametric Images of Standardized Uptake Values using P-18-FDG Attenuation Corrected Whole Body PET (F-18-FDG감쇠보정 전신 PET을 이용한 표준섭취계수 추정과 매개변수 영상의 구성)

  • Kim, Kyeong-Min;Kwark, Cheol-Eun;Lee, Dong-Soo;Jeong, Jae-Min;Chung, June-Key;Lee, Myung-Chul;Koh, Chang-Soon;Kim, Yong-Jin
    • The Korean Journal of Nuclear Medicine
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    • v.30 no.4
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    • pp.560-569
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    • 1996
  • Background and Purpose : Standardized uptake value(SUV) has been used as a quantitative index for differentiating benign and malignant tumors with F-18-FDG PET In this study, we produced whole body parametric images of SUV(WBPIS) by body weight normalization, and validated the values by comparison with SUV's calculated with regional scans. Subjects and Methods : Whole body scans were followed by regional scans sequentially on 23 patients. In whole body study, transmission and emission scans were acquired for 2 minutes and 6 minutes for each bed position, respectively. In regional study, transmission and emission scans were acquired for 20 minutes. Measured and segmented/ smoothed attenuation correction were applied using these 2 min transmission scans in whole body studies. The effects of attenuation correction on SUVs were evaluated quantitatively using F-18 filled cylindrical phantom. The mean and peak SUVs obtained from WBPIS were compared with SUVs of the regional scans. Results : In phantom studies, with any method of attenuation correction using regional or whole body studies of phantom, SUVs were nearly consistent. In whole body scan, SUV obtained using measured attenuation correction method was a little higher than SUV of regional scan. SUV obtained using segmented/smoothed attenuation correction method was a little lower. In patient studies, WBPIS using segmented/smoothed attenuation correction method was much smoother and more readable. SUVs of WBPIS obtained with both methods of attenuation correction were well correlated with SUVs of regional scans(r=0.9). SUVs of WBPIS with measured attenuation correction method were 5% lower than SUVs of regional scans. SUVs of WBPIS with segmented/smoothed attenuation correction method were 10% lower than SUVs of regional scans. The differences of SUVs of WBPIS by the two attenuation correction methods were relatively small compared with the possible differences derived from biological characteristics of tumors. Conclusion : We concluded that WBPIS could be useful in the quantification of tumor as well as in localization of whole body lesions, which were often outside the field of view in regional scan. WBPIS made using segmented/smoothed attenuation correction method could be used in clinical routines and SUVs from attenuation corrected F-18-FDG PET could be used interchangeably with SUVs of regional studies.

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불규칙파의 굴절ㆍ회절 수치모형

  • 채장원;정신택
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 1992.08a
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    • pp.83-83
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    • 1992
  • 풍파가 수심이 불규칙하고 조류 및 해류 등의 흐름이 존재하는 연안역을 전파해 갈 때 파고 및 파향이 굴절ㆍ회절 및 천수, 에너지 감쇠 효과 등에 의해 크게 변형된다. 이러한 현상은 연안역의 파랑변형 계산 및 퇴적물이동현상 분석에 매우 중요하다. 불규칙파의 스펙트럼 형태와 에너지의 방향 분산 정도에 따라 단순 규칙파 모델과의 계산치가 50-100%에 이르기도 한다.(중략)

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