• Title/Summary/Keyword: deforming

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COMPUTATIONS ON FLOW FIELDS AROUND A 3D FLAPPING PLATE USING THE HYBRID CARTESIAN/IMMERSED BOUNDARY METHOD (HCIB 법을 이용한 변형하는 평판 주위의 3차원 유동해석)

  • Shin, Sang-Mook
    • Journal of computational fluids engineering
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    • v.12 no.1
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    • pp.1-8
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    • 2007
  • A code is developed using the hybrid Cartesian/immersed boundary method and it is applied to simulate flows around a three-dimensional deforming body. A new criterion is suggested to distribute the immersed boundary nodes based on edges crossing a body boundary. Velocities are reconstructed at the immersed boundary nodes using the interpolation along a local normal line to the boundary. Reconstruction of the pressure at the immersed boundary node is avoided using the hybrid staggered/non-staggered grid method. The developed code is validated through comparisons with other experimental and numerical results for the velocity profiles around a circular cylinder under the forced in-line oscillation and the pressure coefficient distribution on a sphere. The code is applied to simulate the flow fields around a plate whose tail is periodically flapping under a translation. The effects of the velocity and acceleration due to the deformation on the periodic shedding of pairs of tip vortices are investigated.

Development of Welding Distortion Control Method for Thin Panel Block Structure(I) (박판 평 블록 구조의 용접변형 제어법 개발(I))

  • 허주호;김상일
    • Journal of Welding and Joining
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    • v.21 no.4
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    • pp.75-79
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    • 2003
  • The welding distortion of a hull structure in the shipbuilding industry is inevitable at each assembly stage. This geometric inaccuracy caused by the welding distortion tends to preclude the introduction of automation and mechanization and needs the additional man-hours for the adjusting work at the following assembly stage. To overcome this problem, a distortion control method should be applied. For this purpose, it is necessary to develop an accurate prediction method which can explicitly account for the influence of various factors on the welding distortion. The validity of the prediction method must be also clarified through experiments. For the purpose of reducing the weld-induced bending deflection, this paper proposes the plastic counter-deforming method (PCDM) using the line heating as the optimum distortion control method. The validity of this method has been substantiated by a number of numerical simulations and actual measurements.

2-Dimensional Hydrodynamic Analysis using RAM-2 Model (RAM-2 모형을 이용한 2차원 동수역학 해석)

  • Kim, Sang-Ho;Han, Kun-Yeun;Choi, Seung-Yong;Oh, Hyun-Uk
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.895-899
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    • 2009
  • 실제 하천에서는 지형적 이산화에 따른 복잡성으로 인해 마름/젖음 현상이 발생하며 그로 인해 작은 수심에서 수치해석의 안정성에 영향을 주어 해석을 불가능하게 한다. 자연수로는 저수시 및 평수시에 물을 소통시키는 주수로부와 홍수시 수위 상승에 따라 주수로부에서부터 범람하게 되는 홍수터로 구성된다. 홍수터는 홍수류의 일시적인 저장이나 하류로 흐름을 전달하는 복합수로의 부분으로 사용된다. 자연수로에서 이와같은 흐름구조는 불규칙한 단면형상, 조도계수 등에 의해서 더욱 복잡하게 나타난다. 본 연구에서는 복잡한 지형과 자연 하천구조에 대한 동역학적인 흐름특성을 해석하고 오염물질의 이송-확산 해석 및 토사이송 해석과 연계하기 위해서 개발된 RAM-2 모형에 동수역학적 해석을 실시하였다. RAM-2 모형에는 대상하도에 대한 마름/젖음의 처리를 위해 흐름의 시간별 수위상승 및 하강 속도를 고려한 Deforming Grid 기법을 적용하였으며, 이에 대한 적용성을 검토하기 위해 마름/젖음 조건을 가지는 실험수로와 홍수터를 가진 사다리꼴 단면 그리고 실제 하도에 대해 적용하여 그 결과를 살펴보았다.

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Lateral Force Acting on H-piles in Plastically Deforming Ground (소성변형지반 중의 H형 말뚝에 작용하는 수평력)

  • 김영인
    • Journal of Ocean Engineering and Technology
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    • v.15 no.4
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    • pp.86-91
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    • 2001
  • In lateral ground flow, slope stability, and land slide problems, H-piles have been often used for a horizontally deforming ground to prevent the failure of mass of soil in a downward and outward movement of a slope. Here, Theoretical equations are derived to estimate the lateral force, assuming that the Mohr-coulomb's Plastic states occures in the ground just around H-piles. In this study, the mechanism of lateral force acting on passive pile that is in a row, situated in the ground undergoing plastic deformation was discussed, and its theoretical analysis was carried out considering the interval between H-piles. The solution of the theoretical equation derived from here showed resonable characteristic for constants of soil as well as for the interval, widths, and heights of H-pile.

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DEVELOPMENT OF SPECIALIZED GRID GENERATION PROGRAM FOR MULTI-ELEMENT AIRFOIL AERODYNAMIC ANALYSIS (다중익형 공력 계산을 위한 특화 격자생성 프로그램 개발)

  • Nam, D.W.;Lee, Y.J.;Lee, J.Y.;Kim, B.S.
    • Journal of computational fluids engineering
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    • v.21 no.4
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    • pp.85-89
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    • 2016
  • Wing is the most important part of aircraft which produces lift. In general when aircraft takes off or lands, high lift is required and additional devices are adopted in front and aft-side of wing, which constitute so-called multi element airfoils. The objective of this research is to develop a specialized grid generation program to help engineers in reducing human labor and eliminating time-consuming process for mesh regeneration by deforming the initially-given grid system with efficient deforming method. This paper describes briefly about the mesh deformation methods, and provides some results to verify the quality of deformed mesh and eventually correctness of current approach.

Study on System Compatibility Deformation Model of Rotary Tiller Under Lateral Loads

  • Hu, Hangxiang;Wang, Changbing;Sang, Zhengzhong
    • Proceedings of the Korean Society for Agricultural Machinery Conference
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    • 1993.10a
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    • pp.277-283
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    • 1993
  • The model of rotary tillers under side loads established here is statically in determinate system. By means of FEM method, the deformation of side gearbox and right side board are calculated. Therefore the side deformations of rotary tillers under different lateral loads are discussed systematically. The results show that the rotary tiller system would bear the loads and deform unequally. Author's calculation also indicates that the lateral deforming values of right side board and side gearbox are almost the same, and more than 98% of the loads is born by the side.

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Counter-deforming Method for a Bracket Design of a Ship Via Geometric Shape Deformation (기하적인 형상 변형을 이용한 선박 브라켓 부재의 역변형 설계)

  • Cheon, Sanguk;Kim, Hyeong-Cheol
    • Korean Journal of Computational Design and Engineering
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    • v.18 no.5
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    • pp.321-328
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    • 2013
  • A method of designing a manufacturing shape of ship plate parts considering welding deformation is introduced. In this paper, the design shape of a bracket is deformed not by a thermoelastic method but by a pure geometric method. Deformation quantities are estimated based on data captured in the field and then a manufacturing design shape is obtained by deforming an original design shape by a geometric deformation method. The proposed method has been implemented and tested in the shipyard.

Numerical Study of Biomimetic Foil Propulsion (생체 모방익 추진에 대한 수치적 연구)

  • Han, Cheol-Heui;Lee, Hak-Jin;Cho, Jin-Soo
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.30 no.9 s.252
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    • pp.866-872
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    • 2006
  • A numerical study on the propulsive characteristics of a biomimetic foil is done by developing an unsteady linearly-varying strength vortex method. A biomimetic foil is represented as a deforming foil with a tail fin. Present method is verified by comparing the simulated results with results using finite element and finite volume methods. A new boundary condition is imposed by considering the relative rotational velocity, which has not been included in the previous published literature. It is found that the undulation amplitude increases the thrust while maximum thickness is stepping down the thrust. It is also shown that there exists an optimal frequency for maximum thrust generation. It is believed that present results can be used in the investigation of the propulsive characteristics of the biomimetic deforming foil.

AGE DEPENDENT INCREMENTAL CONSTITUTIVE LAW OF CONCRETE (콘크리트 재령종속특성을 고려한 증분구성관계)

  • Sung Won-Jin;Ahn Sung-Soo;Lee Yong-Hak
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.493-496
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    • 2004
  • The change of creep deformation mechanism due to the persistent change of stress conditions requires the constitutive relation for the analysis of long tenn behaviors considering age dependent material properties of concrete. In the present research, the process of time dependent behaviors in structure is divided into two stages; the non-mechanical deforming level which causes creep and shrinkage deformations, and the mechanical deforming level which causes mechanical deformations by the restraints of non-mechanical deformations due to internal or external factors. The incremental constitutive relation is derived by expanding the total stress-strain relation on the present time, with respect to the reference time using the Taylor series, and the modulus of elasticity in early ages of concrete was defined thru this process.

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Theoretical modelling of post - buckling contact interaction of a drill string with inclined bore-hole surface

  • Gulyayev, V.I.;Andrusenko, E.N.;Shlyun, N.V.
    • Structural Engineering and Mechanics
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    • v.49 no.4
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    • pp.427-448
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    • 2014
  • At present, the time of easy oil and gas is over. Now, the largest part of fossil fuels is concentrated in the deepest levels of tectonic structures and in the sea shelves. One of the most cumbersome operations of their extraction is the bore-hole drilling. In connection with austere tectonic and climate conditions, their drivage every so often is associated with great and diversified technological difficulties causing emergencies on frequent occasions. As a rule, they are linked with drill string accidents. A key role in prediction of these situations should play methods of theoretical modelling. For this reason, there is a growing need for development and implementation of new numerical methods for computer simulation of critical and post-critical behavior of drill strings (DSs). In this paper, the processes of non-linear deforming of a DS in cylindrical cavity of a deep bore-hole are considered. On the basis of the theory of curvilinear flexible rods, non-linear constitutive differential equations are deduced. The effects of the longitudinal non-uniform preloading, action of torque and interaction between the DS and the bore-hole surface are taken into account. Owing to the use of curvilinear coordinates in the constraining cylindrical surface and a specially chosen concomitant reference frame, it became possible to separate the desired variables and to reduce the total order of the equation system. To solve it, the method of continuation the solution by parameter and the transfer matrix technique are applied. As a result of the completed numerical analysis, the critical states of the DS loading in the cylindrical channels of inclined bore-holes are found. It is shown that the modes of the post-critical deforming of the DS are associated with its irregular spiral curving prevailing in the zone of bottom-hole-assembly. The possibility of invariant state generation during post-critical deforming is established, condition of its bifurcation is formulated. It is shown that infinite variety of loads can correspond to one geometrical configuration of the DS. They differ each from other by contact force functions.