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단순 지지 경계 조건을 가진 임의 형상 평판의 고정밀도 자유 진동 해석을 위한 NDIF법 개발 (Development of NDIF Method for Highly Accurate Free Vibration Analysis of Arbitrarily Shaped Plates with Simply Supported Boundary Condition)

  • 강상욱;우윤환
    • 한국소음진동공학회논문집
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    • 제21권2호
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    • pp.186-193
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    • 2011
  • The NDIF method(non-dimensional dynamic influence function method) for free vibration analysis of arbitrarily shaped plates with the simply supported edge is newly developed in the paper. In order to extract the system matrix that gives the natural frequencies and natural modes of the plate of interest, the difficulty of measuring higher differential terms involved in the simply supported boundary condition is successfully overcome. Finally, the excellence of the characteristics of convergence and accuracy of the proposed method is shown through two verification examples, which indicate that natural frequencies and natural modes obtained by the proposed method are very accurate and swiftly converged even though a small number of nodes are used compared with FEM.

New Launching Concept for Free-Fall Lifeboats and Validation by Model Experiments and Numerical Simulations

  • Arai, Makoto
    • Journal of Ship and Ocean Technology
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    • 제6권1호
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    • pp.1-15
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    • 2002
  • A new concept for launching free-fall lifeboats, proposed by Yokohama National University is described in this paper. It has been pointed out that, using the conventional single-skid free-fall system, the potential for dangerous lifeboat motions (in which the lifeboat moves backward or jerks on the surface after entering the water) increases with the fall height of the lifeboat. One of the principal causes of this undesirable motion is vertical rotation of the lifeboat during its restricted fall at the edge of the launching skid. Thus a new "double-skid"launching concept is proposed to effectively eliminate the rotation of the lifeboat at the skid end and to enable the lifeboat to move smoothly after entering the water. In order to evaluate the performance of the proposed method, a series of model experiments and numerical simulations is carried out in which two lifeboat models with overall lengths of 1 meter and 6 meters are used. The effects of design parameters such as skid angle and skid height are investigated, and an example of the implementation of this new system at the stern of a large merchant ship is illustrated.

Cycles in Conditional Faulty Enhanced Hypercube Networks

  • Liu, Min;Liu, Hongmei
    • Journal of Communications and Networks
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    • 제14권2호
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    • pp.213-221
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    • 2012
  • The architecture of an interconnection network is usually represented by a graph, and a graph G is bipancyclic if it contains a cycle for every even length from 4 to ${\mid}V(G){\mid}$. In this article, we analyze the conditional edge-fault-tolerant properties of an enhanced hypercube, which is an attractive variant of a hypercube that can be obtained by adding some complementary edges. For any n-dimensional enhanced hypercube with at most (2n-3) faulty edges in which each vertex is incident with at least two fault-free edges, we showed that there exists a fault-free cycle for every even length from 4 to $2^n$ when n($n{\geq}3$) and k have the same parity. We also show that a fault-free cycle for every odd length exists from n-k+2 to $2^n-1$ when n($n{\geq}2$) and k have the different parity.

점지지된 복합재료 외팔 사각판의 자유진동 (Free Vibration Cantilevered Composite Rectangular Plates with Point Supports)

  • 이영신;최명환;류충현
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1997년도 추계학술대회논문집; 한국과학기술회관; 6 Nov. 1997
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    • pp.414-419
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    • 1997
  • The free vibration analysis of cantilever CFRP and GFRP composite rectangular plates with point supports at the free edge and interior position is performed. The natural frequencies and mode shapes of plates are experimentally determined by impact testing using an impact hammer. To compare and verify these experimental results, the finite element analysis is also carried out and the non-dimensional frequency parameters are compared with FE analysis results. The effects of the number and location of the point support on the frequencies are examined. In the experimental results, it is found that a significant increase in frequencies occurs when the point supports are added on certain parts of plates.

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독립좌표연성법을 이용한 정사각형 구멍을 갖는 단순지지 원판의 자유진동해석 (Free Vibration Analysis of a Simply-supported Circular Plate with a Concentric Square Hole by the Independent Coordinate Coupling Method)

  • 허석;곽문규
    • 한국소음진동공학회논문집
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    • 제19권2호
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    • pp.192-199
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    • 2009
  • This paper presents the free vibration analysis of a circular plate with a concentric square hole. The boundary condition is the edge of the square hole is free and the outer circular plate is simply supported. Due to the geometric abnormality, this analysis does not permit an exact solution. The present problem deals with the numerical calculation of the natural frequencies and mode shapes of vibration of the structure by independent coordinate coupling method(ICCM). The numerical results show the efficacy of the ICCM and changes in natural frequencies and modes due to the square hole size.

모서리 응력특이도의 영향을 포함한 고정 또는 자유 경계조건의 조합을 고려한 마름모꼴 평판의 휨 진동 해석 (Analysis of Flexural Vibration of Rhombic Plates with Combinations Clamped and Free Boundary Conditions Including the Effect of Corner Stress Singularities)

  • 한봉구
    • 한국지진공학회논문집
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    • 제3권1호
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    • pp.9-20
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    • 1999
  • 본 논문에서는 고정 또는 자유 연단 조건의 모든 조합을 고려한 마름모꼴 평판의 휨 진동에 대한 엄밀한 해석방법을 제시한다. 본 논문의 주된 관점은 마름모꼴 평판 둔각 모서리의 경계조건이 고정 또는 자유일 때 휨응력의 특이도를 엄밀히 고려하여 해석하는 것이다. 고정 또는 자유인 모서리 응력 특이도의 중대한 영향력이 이해 될 수 있도록 충분히 큰 165。 둔각모서리를 갖는 마름모꼴 평판에 대하며 엄밀한 무차원 진동수와 수직 변동변위의 전형적인 등고선을 제시하였다.

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경계선 강도 허프 변환에서 최적 파라미터의 결정 (Optimal Parameter Selection in Edge Strength Hough Transform)

  • 허경용;우영운;김광백
    • 한국지능시스템학회논문지
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    • 제17권5호
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    • pp.575-581
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    • 2007
  • 허프 변환(Hough transform)은 영상에서 몇 개의 파라미터로 표현되는 기하학적 요소 추출을 위해 널리 사용되고 있는 방법 중 하나이다. 하지만 허프 변환은 영상의 한 픽셀이 허프 공간(Hough space)의 한 방정식에 대응되는 일대다 특성으로 인해 잡음에 민감한 특성을 갖는다. 이를 개선하기 위해 경계선의 강도를 이용한 허프 변환(edge strength Hough transform)이 제안되었고, 제안된 방법은 잡음 민감성이 감소됨이 증명되었다. 하지만 허프 변환은 허프 공간과 영상의 크기, 잡음의 정도에 따라 검출된 요소의 품질이 달라지므로 필요한 파라미터 값들을 실험적으로 결정해야 하는 단점이 있다. 이 논문에서는 경계선 강도 허프 변환에서 중요한 역할을 하는 두 개의 파라미터, 감쇄 파라미터(decreasing parameter)와 확장 파라미터(broadening parameter) 값을 결정하는 방법을 유도한다. 제시된 방법은 사전에 정해지는 허프 공간의 크기와 영상의 크기만을 이용하여 파라미터 값을 결정하므로, 주어진 조건에 맞는 최적의 파라미터를 자동적으로 찾아낼 수 있다. 유도한 방법의 유효성은 서로 다른 파라미터 값을 이용한 실험을 통해서 확인할 수 있었다.

연료분무의 위상도플러 측정과 확률밀도함수의 도출 (Phase Doppler Measurements and Probability Density Functions in Liquid Fuel Spray)

  • 구자예
    • 대한기계학회논문집
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    • 제18권4호
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    • pp.1039-1049
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    • 1994
  • The intermitternt and transient fuel spray have been investigated from the simultaneous measurement of droplet sizes and velocities by using Phase/Doppler Particle Analyzer(PDPA). Measurement have been done on the spray axis and at the edge of the spray near nozzle at various gas-to-liquid density ratios(.rho./sub g//.rho./sub l/) that ranges from those found in free atmospheric jets to conditions typical of diesel engines. Probability density distributions of the droplet size and velocity were obtained from raw data and mathematical probability density functions which can fit the experimental distribations were extracted using the principle of maximum likelihood. In the near nozzle region on the spray axis, droplet sizes ranged from the lower limit of the measurement system to the order of nozzle diameter for all (.rho./sub g/ /.rho./sub l/) and droplet sizes tended to be small on the spray edge. At the edge of spray, average droplet velocity peaked during needle opening and needle closing. The rms intensity is greatly incresed as the radial distance from the nozzle is increased. The probability density function which can best fit the physical breakage process such as breakup of fuel drops is exponecially decreasing log-hypebolic function with 4 parameters.

Biodiversity of Meiofauna in thee Intertidal Khe Nhan Mudflat, Can Gio Mangrove Forest, Vietnam with Special Emphasis on Free Living Nematodes

  • Xuan, Quang-Ngo;Vanreusel, Ann;Thanh, Nguyen Vu;Smol, Nic
    • Ocean Science Journal
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    • 제42권3호
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    • pp.135-152
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    • 2007
  • The ecological aspect of meiofaunal communities in Can Gio mangrove forest, Ho Chi Minh city, Vietnam has not been investigated before. The composition, distribution, density and biodiversity of meiofaunal communities were studied along an intertidal transect at the Khe Nhan mudflat. Each time, three replicate samples were collected in four stations along a transect following the water line from low tide level up to the mangrove forest edge. In total, 18 meiofaunal taxa were found with the dominant taxa belonging to Nematoda, Copepoda, Sarcomastigophora and Polychaeta. The densities of meiofauna ranged from $1156inds/10cm^2$ to $2082inds/10cm^2$. The increase in densities from the mangrove forest edge towards the low water line was significant Along the mudflat transect, the biodiversity (expressed by different indices) was relatively high at different taxonomic levels but did not vary significantly along the mudflat except for taxa richness. Eighty nematode genera belonging to 24 families with Comesomatidae having the highest abundance 33.8 % were found. Theristus and Neochromadora decreased in densities from the lower water line towards the mangrove forest edge, while Paracomesoma and Hopperia are typical and more abundant at the middle of the mudflat. Halalaimus increased from high on the mudflat to the low water line.

Reducing the wind pressure at the leading edge of a noise barrier

  • Han, Seong-Wook;Kim, Ho-Kyung;Park, Jun-Yong;Ahn, Sang Sup
    • Wind and Structures
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    • 제31권3호
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    • pp.185-196
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    • 2020
  • A method to reduce the wind pressure at the leading edge of a noise barrier was investigated by gradually lowering the height of a member added to the end of the noise barrier. The shape of the lowered height of the added member was defined by its length and slope, and the optimal variable was determined in wind tunnel testing via the boundary-layer wind profile. The goal of the optimal shape was to reduce the wind pressure at the leading edge of the noise barrier to the level suggested in the Eurocode and to maintain the base-bending moment of the added member at the same level as the noise-barrier section. Using parametric wind tunnel investigation, an added member with a slope of 1:2 that protruded 1.2 times the height of the noise barrier was proposed. This added member is expected to simplify, or at least minimize, the types of column members required to equidistantly support both added members and noise barriers, which should thereby improve the safety and construction convenience of noise-barrier structures.