• 제목/요약/키워드: flat-section

검색결과 250건 처리시간 0.112초

단면형상에 따른 GF/rPET 열가소성 복합재료의 물리적 특성 연구 (Mechanical Characteristics of GF/recycled PET Thermoplastic Composites with Chopped Fiber According to Cross Section)

  • 김지혜;이은수;김명순;심지현
    • 한국염색가공학회지
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    • 제29권4호
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    • pp.239-246
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    • 2017
  • Recently fiber-reinforced thermoplastic composites have attracted great interest from industry and study because they offer unique properties such as high strength, modulus, impact resistance, corrosion resistance, and damping reduction which are difficult to obtain in single-component materials. The demand for plastics is steadily increasing not only in household goods, packaging materials, but also in high-performance engineering plastic and recycling. As a result, the technology of recycling plastic is also attracting attention. In particular, many paper have studied recycling systems based on recycled thermoplastics. In this paper, properties of Glass Fiber Reinforced Thermoplastic(GFRTP) materials were evaluated using recycled PET for injection molding bicycle frame. The effect on thermal and mechanical properties of recycled PET reinforced glass chop fiber according to fiber cross section and fiber content ratio were studied. And it was compared void volume and torque energy by glass fiber cross section, which is round section and flat section. Mechanical characteristics of resulting in GF/rPET has been increased by increasing fiber contents, than above a certain level did not longer increased. And mechanical properties of flat glass fiber reinforced rPET with low void volume were most excellent.

Dean Vortices를 이용한 막모듈의 성능시험 (Performance Test for Membrane Module Using Dean Vortices)

  • Chung, Kun Yong;Belfort, Georges
    • 멤브레인
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    • 제2권2호
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    • pp.104-111
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    • 1992
  • A curved channel duct is designed, built and used specifically to produce Dean vortices as a result of flow around a $180^{\circ}C$ curve. We present evidence using optical reflection of the existmace of the vortices in the curved section and following flat section. Also, three different feed soludons(DI water, a monodispersed styrene-divinyl-benzene latex particle suspension and a yeast suspension) were used to determine the effectiveness of Dean instabilities to destabilize polarization layers. For each suspension, the flux data were compared as a function of time for flow conditions with and without Dean vortices, for a $0.2{\mu}m$ microfiltration membrane. Any permeation flux improvement was not sustained for $2.0De_c$ due to the vortex-decay in the flat section after the curved channel, but a 15~30% permeation improvement was obtained for $3.8De_c$.

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Wall Column을 적용한 플랫플레이트 접합부 강도발현에 관한 연구 (A Study on Strength of Plat-Plate Wall-Column Connections)

  • 이도범;박홍근;이리형
    • 콘크리트학회논문집
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    • 제18권2호
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    • pp.257-266
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    • 2006
  • 최근 공기단축, 낮은 층고, 자유로운 평면계획 등의 많은 장점을 가지는 플랫플레이트 구조형식이 고층주거건물의 구조형식으로 많이 사용되고 있다. 특히 국내에서 건설되고 있는 플랫플레이트 구조시스템은 횡력에 대한 저항성을 크게 하기 위하여 기둥의 단면이 매우 크며 직사각형 형태를 가지는 벽기둥(wall-column)을 사용하는 경우가 많으므로 접합부 강도산정모형에서는 이러한 기둥의 형태적 요소를 적절히 반영해야 한다. 기둥단면형상에 따른 플랫플레이트-기둥 접합부의 거동특성을 분석하기 위하여 기존의 강도모델을 검토하고 비선형 유한요소해석을 실시하였다. 기존 강도모델은 위험단면에서의 전단응력분포를 가정함에 있어서 기둥단면형상의 영향을 고려하지 못하여 플랫플레이트-기둥 접합부의 강도를 정확하게 예측하지 못하였다. 비선형 유한요소해석 결과, 하중가력방향과 평행한 기둥폭이 길어질수록 위험단면 측면에서 비틀림 전단을 받는 유효영역과 측면 최대전단강도가 줄어들어 접합부의 강도가 큰 폭으로 감소한다. 따라서 플랫플레이트-기둥 접합부의 강도를 정확히 산정하기 위해서는 하중가력방향과 평행한 기둥폭의 길이($c_1$)이 접합부 거동에 미치는 영향을 적절히 반영해야 할 것이다.

미세유로를 갖는 납작관의 열·유동 해석 (Thermal and Flow Analysis of the Flat Tube with Micro-Channels)

  • 정길완;이관수;김우승
    • 대한기계학회논문집B
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    • 제23권8호
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    • pp.978-986
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    • 1999
  • In this study, the general thermal and flow characteristics of flat tube with micro-channels has been studied and the correlation of Nusselt number and friction factor is proposed. The optimal flat tube geometry is determined by optimal design process. It is assumed to be a three dimensional laminar flow in the analysis of thermal and flow characteristics. The periodic boundary condition is applied since the geometry of flat tube with micro-channels shows uniform cross-section in primary flow direction. Local Nusselt number is examined for thermal characteristics of each membrane, and module average Nusselt number and friction factor are calculated to determine the characteristics of the heat transfer and pressure drop in overall flat tube with microchannels. The correlations between Nusselt number and friction factor are given by Reynolds number, aspect ratio of membranes, and the width of flat tube. ALM (Augmented Lagrangian Multiplier) method is applied to the correlations to determine an optimal shape of flat tube. It is shown that the optimal aspect ratio of flat tube is approximately 1.0, irrespective of the width of flat tube and Reynolds number.

테니스 플랫 서브 동작의 운동학적 분석 (The Kinematic Analysis of the Tennis Flat Serve Motion)

  • 오정환;최수남;남택길
    • 한국운동역학회지
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    • 제16권2호
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    • pp.97-108
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    • 2006
  • C. H. OH, S. N. CHOI, T. G. NAM, The Kinematic Analysis of the Tennis Flat Serve Motion, Korean Jiurnal of Sports Biomechanics, Vol. 16, No. 2, pp. 97-108, 2006. By the comparison and the analysis of the different factors during the tennis flat serve motion such as the required time per section, the movement displacement of the racket, the velocity of the upper limbs joints, the physical center of gravity, and the angle and the angular velocity of the upper limbs joints between an ace player and a mediocre player, these following results were drawn. First, the experiment result of the total time required per section in a tennis flat serve motion showed that an ace player was faster than a mediocre player by 0.4 seconds. This result suggested that it was required to increase the speed of the racket head by a swift swing to perform an effective flat serve motion. Second, the experiment result of the movement displacement of the racket in the tennis flat serve motion showed that an ace player greatly moved toward the left side on an x-axis. But both an ace and a mediocre player were shown to be at the similar points on a y-axis at the moment of the impact of the racket. An ace player was also shown to be located at a higher position on a z-axis by 0.23m. Third, the velocity of the center of gravity of an ace player was faster in every phase than that of a mediocre player in a tennis flat serve motion. Fourth, the velocity of the upper limb joints of an ace player was faster in every phase than that of a mediocre player in a tennis flat serve motion. Fifth, the experiment result of the speed of the racket head in tennis flat serve motion showed that a mediocre player was faster than an ace player in the first phase, but the latter was faster than the former in the second, third, and the fourth phases. Sixth, at the moment of impact of a tennis flat serve, an ace player had greater flexion of the angle of the wrist joints by an 11.8 degree than a mediocre player. An ace player also had greater extension of the angle of the elbow joint and the shoulder joint respectively by a 5.2 degree and a 1.4 degree with a mediocre player. Seventh, an ace player had greater angular velocity of the upper limb joints and the hip joints than a mediocre player at the moment of the impact of tennis flat serve. Eighth, an ace player was shown to have a greater change of the forward and the backward inclination (or the anterior and posterior inclination) of the upper body

플랫 슬래브 주차장 구조물의 차량 하중 영향 연구 (Vehicle Load Effects of Flat Slab Parking Structures)

  • 곽효경;이기장;이정원;송종영
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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    • pp.143-150
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    • 2001
  • In this paper, the effects of vehicle loads on flat slab system are investigated based on the previous studies on beam-girder parking structural system. The influence surfaces of flat slab for typical design section are determined for the purpose of obtaining member forces under vehicle loads. In addition, the equivalent vehicle load factors for flat slab parking structures are suggested using neural network. It has been found that vehicle load effects of flat slab system are dominant for the center positive moment in both column and middle strip, as like beam-girder parking structural system.

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인공 신경망을 이용한 플랫 슬래브 주차장 구조물의 등가차량하증계수 (Determination of Equivalent Vehicle Load Factors for Flat Slab Parking Structures Using Artificial Neural Networks)

  • 곽효경;송종영;이기장;이정원
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2002년도 봄 학술발표회 논문집
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    • pp.233-240
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    • 2002
  • In this paper, the effects of vehicle loads on flat slab system are investigated on the basis of the previous studies for beam-girder parking structural system. The influence surfaces of flat slab for typical design section are developed for the purpose of obtaining maximum member forces under vehicle loads. In addition, the equivalent vehicle load factors for flat slab parking structures are suggested using artificial neural network. The network responses are compared with the results by numerical analyses to verify the validation of Levenberg-Marquardt algorithm adopted as training method in this paper. Many parameter studies fur the flat slab structural system show dominant vehicle load effects at the center positive moments in both column and middle strips, like the beam-girder parking structural system.

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Effect of a vertical guide plate on the wind loading of an inclined flat plate

  • Chung, Kung-Ming;Chou, Chin-Cheng;Chang, Keh-Chin;Chen, Yi-Jun
    • Wind and Structures
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    • 제17권5호
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    • pp.537-552
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    • 2013
  • Wind tunnel experiments were performed to study the wind loads on an inclined flat plate with and without a guide plate. Highly turbulent flow, which corresponded to free-stream turbulence intensity on the flat roof of low-rise buildings, was produced by a turbulence generation grid at the inlet of the test section. The test model could represent a typical solar collector panel of a solar water heater. There are up-stream movements of the separation bubble and side-edge vortices, more intense fluctuating pressure and a higher bending moment in the turbulent flow. A guide plate would result in higher lift coefficient, particularly with an increased projected area ratio of a guide plate to an inclined flat plate. The value of lift coefficient is considerably lower with increased free-stream turbulent intensity.

플랫플레이트-기둥 접합부 강도발현에 관한 연구 (A Study on Strength of Flat Plate-Column Connections)

  • 강수민;이도범;김욱종;이지웅;박홍근;이리형
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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    • pp.213-216
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    • 2005
  • A numerical analysis was performed for interior connections of continuous flat plate to analyze the effect of design parameters such as column section shape, gravity load and slab span on the behavioral characteristics of the connections. Through the parametric study, the variations of shear stress distribution around the connection were investigated. According to the result of numerical analysis, as the length of the cross section of column in the direction of lateral load increases and gravity load increases, the effective area and the maximum shear strength providing the torsional resistance decrease considerably. And as the slab span loaded with relatively large gravity load increases, the negative moment around the connection increases and therefore the strength of connection against unbalanced moment decreases.

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Effect of Inlet Direction on the Refrigerant Distribution in an Aluminum Flat-Tube Heat Exchanger

  • Kim, Nae-Hyun;Kim, Do-Young;Byun, Ho-Won;Choi, Yong-Min
    • International Journal of Air-Conditioning and Refrigeration
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    • 제16권4호
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    • pp.130-136
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    • 2008
  • The refrigerant R-134a flow distributions are experimentally studied for a round header/ten flat tube test section simulating a brazed aluminum heat exchanger. Three different inlet orientations(parallel, normal, vertical) were investigated. Tests were conducted with downward flow for the mass flux from 70 to 130 $kg/m^2s$ and quality from 0.2 to 0.6. In the test section, tubes were flush-mounted with no protrusion into the header. It is shown that normal and vertical inlet yielded approximately similar flow distribution. At high mass fluxes or high qualities, however, slightly better results were obtained for normal inlet configuration. The flow distribution was worst for the parallel inlet configuration. Possible explanation is provided based on flow visualization results.