• 제목/요약/키워드: end-coupled

검색결과 249건 처리시간 0.027초

단위 트랜스듀서 간 성능편차를 갖는 타일형 프로젝터의 음향방사 특성 (Acoustic radiation characteristics of a tile projector with performance variations among unit transducers)

  • 천원종;노응휘;엄원석;서영수
    • 한국음향학회지
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    • 제35권6호
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    • pp.436-444
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    • 2016
  • 능동 반향음 제어용 타일형 프로젝터의 안정적 음향 성능을 보장하기 위해서는 단위 트랜스듀서 간 성능의 균일성이 요구된다. 그러나 재료 물성 편차 및 공정상 오차 등 현실적인 제약으로 인해 단위 트랜스듀서 간 성능편차가 발생하게 되며, 이는 타일형 프로젝터의 방사 특성(송신전압감도 및 지향성)은 물론 반향음 제어 성능에도 부정적 영향을 미칠 수 있다. 본 논문에서는 타일형 프로젝터 제작 시 단위 트랜스듀서의 적절한 배치를 통하여 트랜스듀서 간 성능 편차에 의한 영향을 최소화할 수 있는 방안을 제시한다. 이를 위하여 6 dB의 송신전압감도 편차를 갖는 36개의 단위 트랜스듀서를 상정하고 이들의 배치 방식에 따른 타일형 프로젝터의 방사 특성을 일련의 음향-압전 연성 모사실험을 통하여 비교 분석한다.

터널 지보구조 진단을 위한 초음파 반사법을 이용한 3차원 모형실험 연구 (Study on 3-D Physical Modeling for the Inspection of Tunnel Lining Structure by using Ultrasonic Reflection Method)

  • 김중열;김유성;신용석;현혜자
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 봄 학술발표회 논문집
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    • pp.221-228
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    • 2002
  • Thickness of concrete lining, voids at the back of lining or shotcrete are very important elements for inspecting the safety of tunnels. Therefore, the inspection of tunnel lining structure means to investigate the inner layer boundaries of the structure. For this purpose, seismic reflection survey is the most desirable method if it works in good conditions. However, the conventional seismic reflection method can not be properly used for investigating thin layers in the lining structure. In other words, to detect the inner boundaries, it is desirable for the wavelength of source to be less than the thickness of each layer and for the receiver to be capable of detecting high frequency(ultrasonic) signals. To this end, new appropriate source and receiver devices should be developed above all for the ultrasonic reflection survey. This paper deals primarily with the development of source and receiver devices which are essential parts of field measuring system. Interests are above all centered in both the radiation pattern, energy, frequency content of the source and the directional sensitivity of the receiver. With these newly devised ones, ultrasonic physical modeling has been performed on 3-D physical model composed of bakelite, water-proof and concrete, The measured seismograms showed a clear separation of wave arrivals reflected from each layer boundary. Furthermore, it is noteworthy that reflection events from the bottom of concrete below water-proof could be also observed. This result demonstrates the usefulness of the both devices that can be applied to benefit the ultrasonic reflection survey. Future research is being focus on dealing with at first an optimal configuration of source and receiver devices well coupled to tunnel wall, and further an efficient data control system of practical use.

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Assessing the Parasitic Burden in a Late Antique Florentine Emergency Burial Site

  • Roche, Kevin;Pacciani, Elsa;Bianucci, Raffaella;Bailly, Matthieu Le
    • Parasites, Hosts and Diseases
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    • 제57권6호
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    • pp.587-593
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    • 2019
  • Excavation (2008-2014) carried out under the Uffizi Gallery (Florence, Italy) led to the discovery of 75 individuals, mostly buried in multiple graves. Based on Roman minted coins, the graves were preliminarily dated between the second half of the 4th and the beginning of the 5th centuries CE. Taphonomy showed that this was an emergency burial site associated with a catastrophic event, possibly an epidemic of unknown etiology with high mortality rates. In this perspective, paleoparasitological investigations were performed on 18 individuals exhumed from 9 multiple graves to assess the burden of gastrointestinal parasitism. Five out of eighteen individuals (27.7%) tested positive for ascarid-type remains; these are considered as "decorticated" Ascaris eggs, which have lost their outer mammillated coat. Roundworms (genus Ascaris) commonly infest human populations under dire sanitary conditions. Archaeological and historical evidence indicates that Florentia suffered a period of economic crisis between the end of 4th and the beginning of the 5th centuries CE, and that the aqueduct was severely damaged at the beginning of the 4th century CE, possibly during the siege of the Goths (406 CE). It is more than plausible that the epidemic, possibly coupled with the disruption of the aqueduct, deeply affected the living conditions of these individuals. A 27.7% frequency suggests that ascariasis was widespread in this population. This investigation exemplifies how paleoparasitological information can be retrieved from the analysis of sediments sampled in cemeteries, thus allowing a better assessment of the varying frequency of parasitic infections among ancient populations.

Late Potential의 검출을 위한 고해상도 심전계의 개발 (Development of a High-Resolution Electrocardiography for the Detection of Late Potentials)

  • 우응제;박승훈
    • 대한의용생체공학회:의공학회지
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    • 제17권4호
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    • pp.449-458
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    • 1996
  • Most of the conventional electrocardiowaphs foil to detect signals other than P-QRS-T due to the limited SNR and bandwidth. High-resolution electrocardiography(HRECG) provides better SNR and wider bandwidth for the detection of micro-potentials with higher frequency components such as vontricular late potentials(LP). We have developed a HRECG using uncorrected XYZ lead for the detection of LPs. The overall gain of the amplifier is 4000 and the bandwidth is 0.5-300Hz without using 60Hz notch filter. Three 16-bit A/D converters sample X, Y, and Z signals simultaneously with a sampling frequency of 2000Hz. Sampled data are transmitted to a PC via a DMA-controlled, optically-coupled serial communication channel. In order to further reduce the noise, we implemented a signal averaging algorithm that averaged many instances of aligned beats. The beat alignment was carried out through the use of a template matching technique that finds a location maximizing cross-correlation with a given beat tem- plate. Beat alignment error was reduced to $\pm$0.25ms. FIR high-pass filter with cut-off frequency of 40Hz was applied to remove the low frequency components of the averaged X, Y, and Z signals. QRS onset and end point were determined from the vector magnitude of the sigrlaIL and some parameters needed to detect the existence of LP were estimated. The entire system was designed for the easy application of the future research topics including the optimal lead system, filter design, new parameter extraction, etc. In the developed HRECG, without signal averaging, the noise level was less than 5$\mu$V$_rms RTI$. With signal averaging of at least 100 beats, the noise level was reduced to 0.5$\mu$V$_rms RTI$, which is low enough to detect LPs. The developed HRECG will provide a new advanced functionality to interpretive ECG analyzers.

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디지털 영상을 이용한 도로 절취사면 정보 획득 (Acquisition of Information on Road Cutting Slope Using Digital Imagery)

  • 이종출;김진수
    • 한국정보통신학회논문지
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    • 제11권10호
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    • pp.1937-1943
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    • 2007
  • 산지가 많은 국내의 지형적 특성으로 절취사면의 발생은 필수적이며, 해마다 발생되는 사면 붕괴로 인해 많은 인명 재산 피해가 발생되고 있다. 또한 최근 무분별한 개발로 인한 산림지역의 훼손으로 토양의 침식 이 발생하고 이는 강우와 결부되어 하천 오염 및 하천의 바닥고를 상승시켜 통수능을 저하시키는 원인이 된다. 국내에서는 환경 영향평가, 재해영향평가 등을 통하여 적절한 대책을 수립하고 있으며, 이를 위한 정량적 분석을 위해서는 신뢰할 수 있는 사면정보가 필요하다. 본 연구의 목적은 비측량용 사진기를 장착한 RC 모형 헬기를 이용하여 사면에 관련한 디지털 영상을 획득하고, 이를 처리하여 보다 정확한 사면정보를 획득하는데 있다. 이를 위해 절취사면을 대상으로 획득된 디지털 영상을 처리하여, 사면의 수치 정보를 획득하였고, 획득된 사면 정보를 바탕으로 신뢰 할 수 있는 토사유출인자를 산정 하였다.

Numerical Analysis of Rainfall Induced Landslide Dam Formation

  • Do, Xuan Khanh;Regmi, Ram Krishna;Jung, Kwansue
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2015년도 학술발표회
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    • pp.245-245
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    • 2015
  • In the recent years, due to long-lasting heavy rainfall events, a large number of landslides have been observed in the mountainous area of the world. Such landslides can also form a dam as it blocks the course of a river, which may burst and cause a catastrophic flood. Numerical analysis of landslide dam formation is rarely available, while laboratory experimental studies often use assumed shape to analyze the landslide dam failure and flood hydraulics in downstream. In this study, both experimental and numerical studies have been carried out to investigate the formation of landslide dam. Two case laboratory experiments were conducted in two flumes simultaneously. The first flume (2.0 m 0.6 m 0.5 m) was set at $22^{\circ}$ and $27^{\circ}$ slope to generate the landslide using rainfall intensity of 70.0 mm/hr. On the other hand, the second flume (1.5 m 0.25 m 0.3 m) was set perpendicularly at the downstream end of the first flume to receive the landslide mass forming landslide dam. The formation of landslide dam was observed at $15^{\circ}$ slope of the second flume. The whole processes including the landslide initiation and movement of the landslide mass into the second channel was captured by three digital cameras. In numerical analysis, a two-dimensional (2D) seepage flow model, a 2D slope stability model (Spencer method) and a 2D landslide dam-geometry evaluation model were coupled as a single unit. This developed model can determine the landslide occurrence time, the failure mass and the geometry of landslide dam deposited in the second channel. The data obtained from numerical simulation results has good agreement with the experimental measurements.

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Damage mechanism and stress response of reinforced concrete slab under blast loading

  • Senthil, K.;Singhal, A.;Shailja, B.
    • Coupled systems mechanics
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    • 제8권4호
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    • pp.315-338
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    • 2019
  • The numerical investigations have been carried out on reinforced concrete slab against blast loading to demonstrate the accuracy and effectiveness of the finite element based numerical models using commercial package ABAQUS. The response of reinforced concrete slab have been studied against the influence of weight of TNT, standoff distance, boundary conditions, influence of air blast and surface blast. The results thus obtained from simulations were compared with the experiments available in literature. The inelastic behavior of concrete and steel reinforcement bar has been incorporated through concrete damage plasticity model and Johnson-cook models available in ABAQUS were presented. The predicted results through numerical simulations of the present study were found in close agreement with the experimental results. The damage mechanism and stress response of target were assessed based on the intensity of deformations, impulse velocity, von-Mises stresses and damage index in concrete. The results indicate that the standoff distance has great influence on the survivability of RC slab against blast loading. It is concluded that the velocity of impulse wave was found to be decreased from 17 to 11 m/s when the mass of TNT is reduced from 12 to 6 kg. It is observed that the maximum stress in the concrete was found to be in the range of 15 to $20N/mm^2$ and is almost constant for given charge weight. The slab with two short edge discontinuous end condition was found better and it may be utilised in designing important structures. Also it is observed that the deflection in slab by air blast was found decreased by 60% as compared to surface blast.

지역난방 첨두부하보일러 대류부 부식 파손 분석 (Corrosion Failure Analysis of the Convection Part of District Heating Peak Load Boiler)

  • 김영수;채호병;홍민기;송민지;조정민;김우철;하태백;이수열
    • Corrosion Science and Technology
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    • 제18권2호
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    • pp.55-60
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    • 2019
  • Corrosion failure in the convection part of peak load boiler (PLB) of the district heating system led to water leakage. Herein, Internal Rotary Inspection System (IRIS) inspection was employed to examine wall thinning and the cause of leakage in the flue tube. The corrosive products of the turbulator and tube were investigated using scanning electron microscope combined with energy dispersive spectroscopy, X-ray diffraction, and inductively coupled plasma (ICP). Majority of the serious corrosion damage was observed near the turbulator located in the upper flue tube. ICP analysis of the boiler water revealed oxide formation of sodium chloride in the lower end part of the flue tube. A cross-sectional view of the turbulator revealed the presence of double-layers of the oxide film, indicating environmental change during operation associated with water leakage. The outer surface of the turbulator consisted of the acid oxides such as $NO_x$ and $SO_x$ along with sodium and chloride ions. Dew-point corrosion is hypothesized as the main cause for the formation of acid oxides in the region of contact of the flue tube and the turbulator.

BOTANI: High-fidelity multiphysics model for boron chemistry in CRUD deposits

  • Seo, Seungjin;Park, Byunggi;Kim, Sung Joong;Shin, Ho Cheol;Lee, Seo Jeong;Lee, Minho;Choi, Sungyeol
    • Nuclear Engineering and Technology
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    • 제53권5호
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    • pp.1676-1685
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    • 2021
  • We develop a new high-fidelity multiphysics model to simulate boron chemistry in the porous Chalk River Unidentified Deposit (CRUD) deposits. Heat transfer, capillary flow, solute transport, and chemical reactions are fully coupled. The evaporation of coolant in the deposits is included in governing equations modified by the volume-averaged assumption of wick boiling. The axial offset anomaly (AOA) of the Seabrook nuclear power plant is simulated. The new model reasonably predicts the distributions of temperature, pressure, velocity, volumetric boiling heat density, and chemical concentrations. In the thicker CRUD regions, 60% of the total heat is removed by evaporative heat transfer, causing boron species accumulation. The new model successfully shows the quantitative effect of coolant evaporation on the local distributions of boron. The total amount of boron in the CRUD layer increases by a factor of 1.21 when an evaporation-driven increase of soluble and precipitated boron concentrations is reflected. In addition, the concentrations of B(OH)3 and LiBO2 are estimated according to various conditions such as different CRUD thickness and porosity. At the end of the cycle in the AOA case, the total mass of boron incorporated in CRUD deposits of a reference single fuel rod is estimated to be about 0.5 mg.

Data driven inverse stochastic models for fiber reinforced concrete

  • Kozar, Ivica;Bede, Natalija;Bogdanic, Anton;Mrakovcic, Silvija
    • Coupled systems mechanics
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    • 제10권6호
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    • pp.509-520
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    • 2021
  • Fiber-reinforced concrete (FRC) is a composite material where small fibers made from steel or polypropylene or similar material are embedded into concrete matrix. In a material model each constituent should be adequately described, especially the interface between the matrix and fibers that is determined with the 'bond-slip' law. 'Bond-slip' law describes relation between the force in a fiber and its displacement. Bond-slip relation is usually obtained from tension laboratory experiments where a fiber is pulled out from a matrix (concrete) block. However, theoretically bond-slip relation could be determined from bending experiments since in bending the fibers in FRC get pulled-out from the concrete matrix. We have performed specially designed laboratory experiments of three-point beam bending with an intention of using experimental data for determination of material parameters. In addition, we have formulated simple layered model for description of the behavior of beams in the three-point bending test. It is not possible to use this 'forward' beam model for extraction of material parameters so an inverse model has been devised. This model is a basis for formulation of an inverse model that could be used for parameter extraction from laboratory tests. The key assumption in the developed inverse solution procedure is that some values in the formulation are known and comprised in the experimental data. The procedure includes measured data and its derivative, the formulation is nonlinear and solution is obtained from an iterative procedure. The proposed method is numerically validated in the example at the end of the paper and it is demonstrated that material parameters could be successfully recovered from measured data.