• Title/Summary/Keyword: 수직 단면

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A study on the flow characteristics in a MILD combustion waste incinerator with the change of flue gas recirculation inlet location (MILD 연소 폐기물 소각로에서 배기가스 재순환 흡입구 위치에 따른 유동 특성 연구)

  • Ha, Ji Soo;Shim, Sung Hun;Jung, Eung Ho
    • Journal of Energy Engineering
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    • v.23 no.3
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    • pp.51-57
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    • 2014
  • A MILD(Moderate and Intense Low oxygen Dilution) combustion, which is effective in the reduction of NOx, is considerably affected by the recirculation flow position of hot exhaust gas to the combustion furnace. A numerical analysis was accomplished to elucidate the flow characteristics in the MILD combustion incinerator for several cases with or without exhaust gas recirculation. It could be seen from the result of the present numerical study that the flow recirculation could be observed in the upper region over the vertical dividing wall for the case without exhaust gas recirculation. The optimal position of exhaust gas recirculation position was derived by the comparison of %RMS of x directional velocity for the cases with exhaust gas recirculation. The case with the exhaust gas recirculation position at the upper right of free board was the most effective with the smallest value of 57.4% RMS.

Investigation of Earth Pressure on Vertical Shaft by Field Monitoring (현장계측을 통한 원형 수직구 작용하중 분석)

  • Shin, Youngwan;Moon, Kyoungsun;Kang, Hyutaek;Lee, Seungho
    • Journal of the Korean GEO-environmental Society
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    • v.9 no.4
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    • pp.63-76
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    • 2008
  • This research was carried in order to improve design technique for the vertical shaft of which design guide has not been proposed clearly. The deformation tendency of vertical shaft and distribution of the earth pressure around shaft were reviewed with both of theoretical earth pressure distribution suggested in design criteria and measured data which had been gained from 2 constructing shaft. The distribution of earth pressure applied on the vertical shaft was similar with the result of previous theory for the earth pressure proposed by Shin (2007). Moreover it was observed that asymmetric deformation and earth pressure around vertical shaft were caused by inhomogeneity and anisotropy of the ground. The asymmetric earth pressure ratio ($R_p$) in soil and weathered rock were divergent according to the shape ratio. In addition, it is more reasonable that the value of asymmetric earth pressure ratio ($R_p$) is considered less than 0.35 in the case of constructing shaft under rock.

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Parametric Study on Reinforced Concrete Columns under Blast Load (주철근의 개수 및 단면비에 따른 폭발하중을 받는 철근콘크리트 기둥의 해석적 연구)

  • Choi, Hosoon;Kim, Min-Sook;Lee, Young-Hak
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.25 no.3
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    • pp.219-226
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    • 2012
  • Columns are the key elements supporting load in structure. Column failure causes the structure to collapse. It is important to evaluate residual strength for damaged columns under blast load for preventing progressive collapse. In this paper, columns were investigated to compare the blast resistance on the change of the number of steel bars within the range of reinforcement ratio. And this study was carried out 4 different analytical models to evaluate effects of aspect ratio. The results indicate that the vertical strain was unaffected by the number of steel bars and aspect ratio. As the number of steel bars facing blast load increase, the blast resisting capacity of the columns was improved in the lateral strain. Also, the analysis results showed that a large moment of inertia of area, as compared to a small one would be superior in residual strength as well as force of restitution.

Calculation and measurement of optical coupling coefficient for bi-directional tancceiver module (양방향 송수신모듈 제작을 위한 광결합계수의 계산 및 측정)

  • Kim, J. D.;Choi, J. S.;Lee, S. H.;Cho, H. S.;Kim, J. S.;Kang, S. G.;Lee, H. T.;Hwang, N.;Joo, G. C.;Song, M. K.
    • Korean Journal of Optics and Photonics
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    • v.10 no.6
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    • pp.500-506
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    • 1999
  • We designed and fabricated a bidirectional optical transceiver module for low cost access network. An integrated chip forming a pin-PD on an 1.3 urn FP-LD was assembled by flip-chip bonding on a Si optical bench, a single mode fiber with an angled end facet was aligned passively with the integrated chip on V-groove of Si-optical bench. Gaussian beam theory was applied to evaluate the coupling coefficients as a function of some parameters such as alignment distance, angle of fiber end facet, vertical alignment error. The theory is also used to search the bottle-neck between transmittance and receiving coupling efficiency in the bi-directional optical system. Tn this paper, we confirmed that reduction of coupling efficiency by the vertical alignment error between laser beam and fiber core axis can be compensated by controlling the fiber facet angle. In the fabrication of sub-module, a'||'&'||' we made such that the fiber facet have a corn shape with an angled facet only core part, the reflection of transmitted laser beam from the fiber facet could be minimized below -35 dE in alignment distance of 2: 30 /J.m. In the same condition, transmitted output power of -12.1 dEm and responsivity of 0.2. AIW were obtained.

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An Analytical Study on Influence of Longitudinal Stiffeners on Seismic Performance of Circular Steel Columns (수직보강재가 원형강기둥의 이력거동에 미치는 영향에 대한 해석적 연구)

  • Jang, Gab-Chul;Chang, Kyong-Ho
    • Journal of Korean Association for Spatial Structures
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    • v.7 no.1 s.23
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    • pp.63-70
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    • 2007
  • To improve the land use of urban, Construction of the circular steel column is required recently. The circular steel columns have a advantage for improving a load carrying rapacity as wall as reducing a effective section area. However, the circular steel columns under service load, such as earthquake, shows a tendency to cause local buckling and large deformation. To prevent these phenomena, use of longitudinal stiffeners is considered. The application of longitudinal stiffeners at the circular steel columns is expected to increase a load carrying capacity, buckling strength and seismic performance of circular steel column. However, increasing the loading carving rapacity of buckling which constructed the longitudinal stiffeners, was not investigated yet. Therefore it needs study on effect of longitudinal stiffener in pipe-section steel pier. In this study, the load rallying capacity of buckling of steel pier was investigated by using elastic-plastic finite element analysis considered geometrical and material non-linearity. Also, this study investigated the effect of longitudinal stiffeners on loading carrying capacity of buckling and the relationship between width and thickness of longitudinal stiffeners. And also, a Influence of longitudinal stiffeners on seismic performance of circular steel columns was investigated by numerical analysis

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Estimation of Net Flux of Water Mass and Tidal Prism at a Tidal Entrance through Bottom Tracking with ADCP (단면 유속관측을 통한 조석 유입구에서의 단면통과 유량 및 조량 산정)

  • Yang, Su-Hyun;Kim, Yong-Muk;Hwang, Kyu-Nam
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.28 no.3
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    • pp.160-170
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    • 2016
  • In this study, the bottom tracking observation in the tidal entrance within Mokpo coast is performed using ADCP in order to estimate net flux of water mass and tidal prism. First of all, observed rawdata was conducted coordinate rotation considering rotation of the cross-section in order to derive the predominant velocity component. And observed rawdata is converted into Sigma coordinate with normalization and blank zone data near the water surface and bottom is interpolated using von-Karman equation. Net flux of water mass is calculated quantitively from the interpolated data, calculated results show that these represent well characteristic of ebb superiority at Mokpo coast as well as change of net flux of water mass with tide. Also, by complementing the definition of tidal prism proposed in past studies, the definition of tidal prism including tidal condition was re-established. Based on the new definition, tidal prism at a tidal entrance using bottom tracking data with ADCP is estimated quantitively for the first time domestically. The results are compared with those for results of previous study, calculated results were in good agreement with previous studies.

Development of Five Axis Laser Cutting System for the Tangent Cutting Solid freeform fabrication System (임의형상가공시스템을 위한 레이저 5축 경사절단기의 개발)

  • 주영철;엄태준;이창훈;공용해;천인국;김승우;방재철
    • Proceedings of the KAIS Fall Conference
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    • 2002.11a
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    • pp.260-262
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    • 2002
  • 제품의 소재를 미리 테입 형태로 만들어 단면의 경계면을 따라 레이저로 절단하여 적층하는 방식은 제품의 표면에 계단 모양의 무늬가 생기므로 정밀한 제품을 제작하는데 어려움이 있었다. 이를 극복하기 위하여 단면의 경계선을 절단할 때 수직으로 절단하는 것이 아니라 경사면을 따라 절단하여 전체적인 제품의 옆면이 부드럽게 연결되는 경사절단형 임의형상가공시스템을 개발하였다. 이를 위하여 레이저 5축 경사절단기를 개발하였는데, x축과 y축은 상용화되어 있는 x-y table을 이용하였고 z축은 한 개의 z축 이송대를 이용하였다. 롤과 피치를 위하여는 서보모터 두 개를 이용하여 작업대가 회전할 수 있도록 하였다. 이와 같은 레이저 5축 경사절단기를 개발함으로써 시편의 어느 위치에서든 어느 각도로도 절단이 가능하게 할 수 있었다.

SUPERSONIC WING-NACELLE CONFIGURATION DESIGN USING AN UNSTRUCTURED ADJOINT METHOD (비구조화 Adjoint법을 이용한 초음속 날개-나셀의 공력설계)

  • Kim Hyoung-Jin;Obayashi Shigeru;Nakahashi Kazuhiro
    • Journal of computational fluids engineering
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    • v.5 no.3
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    • pp.32-39
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    • 2000
  • 3차원 Euler 방정식과 adjoint법을 이용한 공력설계코드를 개발하였으며, 이를 초음속수송기의 주날개 설계에 적용하였다. 표면형상의 변화를 위해 Hicks-Henne함수를 사용하였으며, 내부격자점의 수정을 위해 타원형방정식법을 이용하였다. 나셀의 수직이동과 관련되지 않은 설계변수에 대해서는 내부격자점의 이동을 무시함으로써 계산시간을 크게 단축할 수 있었다. 양력과 날개단면두께를 일정하게 유지하면서 항력을 최소화하도록 단면형상을 최적화하였으며, 성공적인 결과를 얻음으로써 본 설계시스템의 타당성 및 효율성을 확인하였다.

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Free Vibrations of Tapered Beams with General Boundary Conditions and Tip Masses (끝단 질량과 일반적인 단부조건을 갖는 변단면 보의 자유진동)

  • 오상진;이병구;박광규;이종국
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2003.11a
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    • pp.802-807
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    • 2003
  • The purpose of this paper is to investigate the free vibration characteristics of tapered beams with translational and rotational springs and tip masses at the ends. The beam model is based on the classical Bernoulli-Euler beam theory. The governing differential equation for the free vibrations of linearly tapered beams is solved numerically using the corresponding boundary conditions. Numerical results are compared with existing solutions by other methods for cases in which they are available. The lowest three natural frequencies are calculated over a wide range of non-dimensional system parameters: the translational spring parameter, the rotational spring parameter, the mass ratio and the dimensionless mass moment of inertia.

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Observation on neck form changes related to aging in men(part 1) (성인 남자 목부위의 연령별 형태변화에 관한 연구(제1보))

  • 이영숙
    • Proceedings of the ESK Conference
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    • 1993.10a
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    • pp.220-220
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    • 1993
  • 체형은 남녀에 따라, 연령에 따라, 또 인종이나 시대에 따라 현저한 차이를 나타낸다. 특히, 인체의 목부위,허리둘레 등 연령에 따라 그 형태의 특징이 크게 변화해가는 부위들이 있으며, 이들 부위별 형태변화에 대한 연구는 전반적 체형연구와 함께 그 중요성이 크게 대두되어지고 있다. 이에 본연구에서는, 남성복의 드레스셔츠 설계에 가장 중요한 이체 부위인 목부위를 중심으로 연령 별 형태 변화를 측정하고자 하였으며, 측정은 슬라이딩 게이지법을 이용하여 목.어깨부위의 수직. 수평단면을 채취하였다. 또한 피험자를 20대 청년층, 40대 중년층, 60대 노년층의 세집단을 대상 으로 하므로서 목부위 단면형태에 대한 연령별 변화의 범위를 추측, 가령에 따른 변화의 상태를 생체학적으로 해석하고자 하였다.

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