• 대한기계학회논문집
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• 제14권2호
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• pp.413-421
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• 1990

Acoustic emission signals due to leak from circular holes of 0.4, 1, 2 and 4mm diameter and rectangular slits of different geometry having the same cross section as 4mm diameter hole was studied both analytically and experimentally. Acoustic emission signals from a wide-band type transducer were transformed to digital signals through a digital oscilloscope, and $V_{rms}$ and frequency spectrum were obtained by processing digital signals. Relationships between acoustic parameters and fluid mechanical parameters were derived analytically. A quadrapole aerodynamic model was applied in the analysis of leak from the circular holes and $V_{rms}$ was found to be proportional to the root square of leak rate through the circular hole. A modified model based on dipole source mechanism and laminar equivalent diameter was applied in the analysis of leak signals from the rectangular slits. In the case of constant pressure, $V_{rms}$ increased as the laminar equivalent diameter of slit decreased. In the case of constant laminar equivalent diameter, however the result was similar to that for leak from the circular hole. The frequency spectra of leak signals shows the same frequency characteristics irrespective of the pressure difference.rence.

• Structural Engineering and Mechanics
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• 제18권2호
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• pp.167-194
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• 2004

In this paper axial loading tests on low strength concrete members, which were confined with various thickness of carbon fiber reinforced polymer (CFRP) composite sheets are described. Totally 46 specimens with circular, square and rectangular cross-sections with unconfined concrete compressive strengths between 6 and 10 MPa were included in the test program. During the tests, a photogrammetrical deformation measurement technique was also used, as well as conventional measurement techniques. The contribution of external confinement with CFRP composite sheets to the compressive behavior of the specimens with low strength concrete is evaluated quantitatively, in terms of strength, longitudinal and lateral deformability and energy dissipation. The effects of width/depth ratios and the corner radius of the specimens with rectangular cross-section on the axial behavior were also examined. It was seen that the effectiveness of the external confinement with CFRP composite sheets is much more pronounced, when the unconfined concrete compressive strength is relatively lower. It was also found that the available analytical expressions proposed for normal or high strength concrete confined by CFRP sheets could not predict the strength and deformability of CFRP confined low strength concrete accurately. New expressions are proposed for the compressive strength and the ultimate axial strain of CFRP confined low strength concrete.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2004년도 추계학술대회논문집
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• pp.120-123
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• 2004

The bending phenomenon has been known to be occurred by the difference of velocity at the die exit. The difference of velocity at the die exit section can be obtained by the different velocity of billets inside die chamber after passing the multi-hole container. The curvature can be controlled by the two variables, the one of them is the different velocity of billets through the multi-hole container, the other is the difference of hole diameter. The bending phenomenon during extruding using four billets can be obtained by the difference of hole diameters in the multi-hole container or by the difference of relative velocity of billet inserted in the container. As results of DEFORM-3D analysis, it can be shown that bending can be obtained during extruding by the difference of relative velocity of two billets or by the difference of hole diameter, and the amount of curvature is increased by the difference of velocity and diameter. According to the shape of products, the curvature of rectangular section is bigger than the curvature of regular square section. And, it is estimated that, because the stress on the welding line is much higher than yield stress of material, the bonding of four billets can be obtained.

• 전산구조공학
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• 제11권1호
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• pp.251-259
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• 1998

개구부를 갖는 콘크리트 전단벽을 두께가 얇은 직사각형 평판으로 모델화하였다. 판의 두가지 경계조건에 대한 안정해석 결과를 판좌굴계수 k로 표시하였다. 경계조건이 다른 변수로는 휨으로 인한 힘/연직하중비 .alpha., 수평 전단력/연직하중비 .betha. 및 개구부의 위치 및 크기 변화이다. 유한요소법에 의한 결과를 얻기 위하여 예제의 판을 27*9의 정사각형 요소로 분할하였으며 node에서 3가지 자유도를 갖는 c.deg. 유한요소를 택하였다. 일반적으로 개구부의 크기가 증가함에 따라 판 개구부가 판 중앙에서 자유연(free edge)으로 접근할수록 좌굴계수는 감소하는 현상을 보이고 있다.

• Wind and Structures
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• 제34권1호
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• pp.81-90
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• 2022

To better understand the vortex-induced vibration (VIV) characteristics of a 5:1 rectangular cylinder, the distribution of aerodynamic force and the non-dimensional power spectral density (PSD) of fluctuating pressure on the side surface were studied in different VIV development stages, and their differences in the stationary state and vibration stages were analyzed. The spanwise and streamwise correlations of surface pressures were studied, and the flow field structure partitions on the side surface were defined based on the streamwise correlation analysis. The results show that the variation tendencies of mean and root mean square (RMS) pressure coefficients are similar in different VIV development stages. The RMS values during amplitude growth are larger than those at peak amplitude, and the smallest RMS values are observed in the stationary state. The spanwise correlation coefficients of aerodynamic lifts increase with increase of the peak amplitude. However, for the lock-in region, the maximum spanwise correlation coefficient for aerodynamic lifts occurs in the VIV rising stage rather than in the peak amplitude stage, probably due to the interaction of vortex shedding force (VSF) and self-excited force (SEF). The streamwise correlation results show that the demarcation point positions between the recirculation region and the main vortex region remain almost constant in different VIV development stages, and the reattachment points gradually move to the tailing edge with increasing amplitude. This study provides a reference to estimate the demarcation point and reattachment point positions through streamwise correlation and phase angle analysis from wind tunnel tests.

• Geomechanics and Engineering
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• 제23권5호
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• pp.455-466
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• 2020

This paper presents analysis of the interaction between tunnel and Qanat with a particular interest for the optimization of Qanat shape using the discrete element code, PFC2D, and the results will be compared with the FEM results of PLAXIS2D. For these concerns, using software PFC2D based on Discrete Element Method (DEM), a model with dimension of 100m ^⁎ 100 m was prepared. A circular tunnel with dimension of 9 m was situated 20 m below the ground surface. Also one Qanat was situated perpendicularly above the tunnel roof. Distance between Qanat center and ground surface was 8 m. Five different shapes for Qanat were selected i.e., square, semi-circular, vertical ellipse, circular and horizontal ellipse. Confining pressure of 5 MPa was applied to the model. The vertical displacement of balls situated in ground surface was picked up to measure the ground subsidence. Also two measuring circles were situated at the tunnel roof and at the Qanat roof to check the vertical displacements. The properties of the alluvial soil of Tehran city are: γ_dry=19 (KN/㎥), E= 750 (kg/㎠), ν=0.35, c=0.3(kg/㎠), φ=34°. In order to validate the DEM results, a comparison between the numerical results (obtained in this study) and analytical and field monitoring have been done. The PFC2D results are compared with the FEM results. The results shows that when Qanat has rectangular shape, the tensile stress concentration at the Qanat corners has maximum value while it has minimum value for vertical ellipse shape. The ground subsidence for Qanat rectangular shape has maximum value while it has minimum value for ellipse shape of Qanat. The vertical displacements at the tunnel roof for Qanat rectangular shape has maximum value while it has minimum value for ellipse shape of Qanat. Historical shape of Qante approved the finding of this research.

• 소성∙가공
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• 제29권5호
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• pp.272-281
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• 2020

As the thickness of mobile communication devices is getting thinner, the size of the internal parts is also getting smaller. Among them, the battery case requires a high-level deep drawing technique because it has a rectangular shape with a large aspect ratio. In this study, the initial blank shape was optimized to minimize earing in a multi-stage deep drawing process using an artificial neural network(ANN). There has been no reported case of applying artificial neural network technology to the initial blank optimal design for a square case with large aspect ratio. The training data for ANN were obtained though simulation, and the model reliability was verified by performing comparative study with regression model using random sample test and goodness-of-fit test. Finally, the optimal design of the initial blank shape was performed through the verified ANN model.

• 한국구조물진단유지관리공학회 논문집
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• 제27권4호
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• pp.11-22
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• 2023

본 연구에서는 원심성형 기법을 이용하여 구조용 콘크리트 각형보를 개발하였으며, 단면의 휨 강성을 확보하기 위하여 단면의 중 공률은 10 % 이하로 하며 이를 위하여 기존의 빈배합상태의 콘크리트가 아닌 고슬럼프(150~200 mm)의 물성을 가지며 설계강도가 100 MPa 이상인 콘크리트 배합비를 개발하여 적용하고, 원심성형 각형보를 제작하기 위한 특수거푸집을 제작하여 원심성형 각형보를 생산하였다. 생산된 원심성형 각형보는 원심성형 부재의 표준 휨 및 전단 시험기준에 따라 성능시험을 수행하였다. 4개의 시험체에 대한 정적재하시험 결과는 설계기준에서 제시하고 있는 단면의 공칭휨강도, 공칭전단강도 이상으로 나타나 초고강도 원심성형 각형보의 구조적인 신뢰성이 입증되었다.

• 한국전자파학회논문지
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• 제20권5호
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• pp.493-502
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• 2009

본 논문에서는 DS-UWB 시스템에 사용되는 송신 필터에 따른 초기 동기 획득 성능을 모의 실험을 통해 비교하고, 칩 레이트가 1.32 Gchip/s인 DS-UWB 디지털 송신기에서 interpolation factor가 4인 제곱근 코사인 필터를 적용한 경우와 구형 필터를 적용한 경우 DS-UWB 수신기의 초기 동기 획득 성능은 AWGN 채널 환경뿐만 아니라 CM1/CM3 채널 환경하에서도 비슷한 성능을 냄을 실험을 통해 살펴 본다. 또한, 55 MHz의 시스템 클럭으로 동작하는 24 병렬 처리 상관 연산기 및 동기 획득기 구조에 대해 설명하고 초기 동기 획득 방법을 기술한다. 본 논문에서는 DS-UWB 시스템 설계시 구형 송신 필터를 사용하여 1.32 Gsample/s D/A 변환기 및 A/D 변환기를 적용할 수 있게 함으로써 DS-UWB 칩셋 개발시 현실적으로 고려할 수 있는 솔루션을 제시한다.

• 한국구조물진단유지관리공학회 논문집
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• 제24권6호
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• pp.153-160
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• 2020

지진동 하의 구조 시스템에서 기둥은 가장 중요한 구조 요소 중 하나이다. 이러한 관계로, 철근콘크리트(RC) 기둥의 내진 성능에 FRP 보강이 미치는 영행을 평가하기 위하여 광범위한 실험 연구가 이루어졌다. 이 중 상당수는 CFRP 또는 GFRP로 보강된 원형 단면 또는 정사각형 단면의 RC 기둥의 지진 거동에 집중하였다. 단면의 형태가 FRP 보강으로 인한 구속 효과에 영향을 미치기 때문에, 보강 효과와 최종 파괴 패턴이 형상에 따라 상이할 수 있다. 본 연구에서는 현무암 섬유를 함유한 BFRP 시트와 복합섬유 패널로 보강한 직사각형 단면을 가진 RC 기둥의 지진 거동을 살펴보기 위하여 반복하중 실험을 수행하였다. 실험 결과는 보강 효과가 크지 않았음을 보여주는데, BFRP 시트와 복합섬유 패널에 의한 구속 효과의 증가가 미미했음을 의미하며, 이는 기둥 단면 형상에 일부 기인하는 것으로 판단된다.