• Title/Summary/Keyword: 박판 모델

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Efficient Modeling Method of Plastic Products (플라스틱제품의 효율적인 모델링기법)

  • 권병욱;이건우
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.15 no.5
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    • pp.1503-1511
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    • 1991
  • 본 연구에서는 곡면을 포함할 수도 있는 얇은 물체를 모델링하기 위해 새로운 기법을 도입했는데, 그 기본 개념은 다음과 같다. Fig.(a)에서와 같이 먼저 사용자 는 박판으로 불리는 두께가 없는 얇은 판을 여러장 가지고 이들을 접거나, 오려내거나, 붙이는 등의 작업을 통해서 원하는 형상으로 모델링한다.각각의 박판의 형상의 입 력은 거의 모두 2차원 좌표계에서 이루어지기 때문에, 사용자는 마치 철판위에 선을 긋는 것과 같이 쉽게 박판의 형상을 입력할 수 있다. 또한 박판에서 임의의 부분을 오려내거나 임의의 박판을 붙이는 등의 작업을 통해서 원하는 형상으로 모델링한다. 각각의 박판의 형상의 입력은 거의 모두 2차원 좌표계에서 이루어지기 때문에, 사용자 는 마치 철판위에 선을 긋는 것과 같이 쉽게 박판의 형상을 입력할 수 있다. 또한 박판에서 임의의 부분을 오려내거나 임의의 박판을 붙이는 등의 작업이 기존의 시스템 에서와는 달리 복잡한 입력이나, 수행과정을 거치지 않기 때문에, 보다 편리한 모델링 을 할 수 있다. 또한 곡면으로 된 박판 형상의 경우는 해당되는 모서리들을 곡선으 로 바꿈으로써 모델링 되도록 하였다. 박판의 모델링이 끝나면, 입력된 박판에 일정 한 두께를 부여하여 Fig.2(b)에서와 같이 부피를 갖는 입체(솔리드)로 변환하게 되는 데 이 작업은 Stroud에 의한 것과 같이 시스템에서 자동으로 이루어진다.

Thin-Walled Beam Model for Structural Analysis of SWATH (SWATH의 구조해석을 위한 Thin-Walled Beam 모델)

  • Sang-Gab Lee;Yoon-Sup Ko
    • Journal of the Society of Naval Architects of Korea
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    • v.30 no.4
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    • pp.136-152
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    • 1993
  • This study is intended to develop an accurate and efficient, analytical thin-walled beam model, and to analyze overall behavior of SWATH ship under repeated overloads. SWATH ship is idealized to a simple thin-walled beam of channel type. An analytical beam model is formulated by the stress component with geometrically(fully) nonlinear thin-walled beam and treated numerically by the Finite Element Method. An efficient cyclic plasticity model is also included, suitable for material nonlinear behavior under complex loading conditions. The local stress distribution can be very exactly represented and the material yielding propagation, easily traced. In addition, the local treatment of the effect of shear deformation improves the representation of deformation and shear stress distribution along the section contour. It is desirable to use the analytical thin-walled beam at initial design stage, and is needed to improve the practical thin-walled beam model advancing the current approach.

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Pressure Transfer Analysis and Experimental Verification of Thin Plate Spring Type Check Valve Considering P-delta Effect (P-delta 효과를 고려한 박판 스프링 형 체크밸브의 압력전달 해석 및 실험적 검증)

  • Hwang, Yong-Ha;Nguyen, Anh Phuc;Hwang, Jai-Hyuk;Bae, Jae-Sung
    • Journal of Aerospace System Engineering
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    • v.12 no.5
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    • pp.32-39
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    • 2018
  • In this paper, the calculation of the theoretical pressure transfer ratio due to the deformation of the thin-plate spring type check valve applied to the small piezoelectric-hydraulic pump was carried out. A thin-plate check valve is a flexible body that is deformed by an external force. The deformation of the check valve affects the rate at which the chamber pressure is transferred to the load pressure. The theoretical pressure transfer ratio for each model was calculated to compare the difference between the assumption that the thin-plate check valve is a rigid body and that of the flexible body model. The P-delta effect was considered for the calculation of the pressure transfer ratio of the flexible check valve model. In addition, a verification test for the calculated pressure transfer ratio obtained by considering the deformation of the flexible check valve model was carried out. The load pressure was measured by applying a thin-plate and ball-thin plate spring type check valves, respectively. The experimental pressure transfer ratio was calculated using the respective load pressure obtained from the experiments. The validity of the pressure transfer analysis of the check valve, taking into consideration the P-delta effect, was verified by comparing it with the theoretically calculated pressure transfer ratio.

Dynamic Mode Analysis of Thin Walled Closed Section Beams under Warping Conditions (Warping 조건하에서 박판 폐단면 보의 동적 모드 해석)

  • Yu, Hwan-Shin;Chun, Dong-Joon
    • Journal of Advanced Navigation Technology
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    • v.16 no.2
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    • pp.367-374
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    • 2012
  • A dynamic simulation and test of frame with thin walled closed section beams considering warping conditions have been performed. When a beam is subjected under torsional moment, the cross section will deform an warping as well as twist. For some thin-walled sections warping will be large, and accompanying warping restraint will induce axial and shear stresses and reduce the twist of beam which stiffens the beam in torsion. This paper presents that an warping restraint factor in finite element model effects the behavior of beam deformation and dynamic mode shape. The computer modelling of frame is discussed in linear beam element model and linear thin shell element model, also presents a correlation between computer predicted and actual experimental results for static deflection, natural frequencies and mode shapes of frame.

Energy Absorption Characteristics and Optimal Welding Space of Square Hat Type Thin-walled Tube (정사각 모자형 박판튜브의 에너지흡수특성 및 최적 용접간격)

  • Lee, Hyung-Yil;Kim, Bum-Joon;Han, Byoung-Kee
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.26 no.12
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    • pp.2703-2714
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    • 2002
  • In this work, energy absorption characteristics and optimal welding space of spot-welded square hat type tube are investigated via quasi-static crush experiments and finite element (FE) analyses. A FE model reflecting the crush characteristics is established based on the experimentally observed crush mechanisms of specimens with welding spaces (20, 30 & 45 mm) and (25,40 & 55 mm) respectively for two specimen widths (60, 75 mm). The established FE model is then applied to other crush models of widths (50, 60 & 75 mm) with various welding spaces (20, 25, 30, 40, 45, 55, 75, 150, 300 mm) respectively. We examine the energy absorption characteristics with respect to the welding space for each specimen width. The outcome suggests an optimal spot welding space of square hat type thin-walled tube. Energy absorption is also presented in terms of yield strength of base metal, specimen thickness, width, and mean crushing force of spot-welded square hat type thin-walled tube.

Frictional Contact Model for Finite Element Analysis of Sheet-Metal Forming Processes (박판 성형 공정의 유한요소 해석을 위한 마찰접촉 모델)

  • 금영탁
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.17 no.9
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    • pp.2242-2251
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    • 1993
  • The mesh-based frictional contact model has been developed which does not rely on the spatial derivatives of the tool surface. Only points on the surface are evaluated from the description. which can then be simplified because of the relaxed demands placed on it. The surface tangents, normals, and corresponding derivatives at each finite-element node are evaluated directly from the finite-element mesh, in terms of the connecting nodal positions. The advantages accrue because there is no longer a need for a smooth tool surface to assure reasonable normals and derivatives. Furthermore, it can be shown that the equilibrium equations can only be properly written with a special normal derived from the mesh itself. The validity, accuracy, computation time, and stability of mesh-based contact model were discussed with the numerical examples of rounded flat-top and rough, flat-top rounded punch forming operations. Also, the forming process of a automobile inner panel section was simulated for testing the robustness of new contact model. In the discussion, the superiority of new model was examined, comparing with tool-based contact one.

Structural Analysis of Thin-walled Beams by Using a Mixed Finite Element Method (혼합형 유한요소법에 의한 박판보의 구조해석)

  • Park, Seong-Whan
    • Journal of the Society of Naval Architects of Korea
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    • v.34 no.4
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    • pp.99-107
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    • 1997
  • A mixed type finite element method is applied to the nonuniform shear warping beam theory which is very useful for the structural analysis of thin-walled sectional beams considering the shear deformation. As known generally, it is shown that the mixed type finite element method, compared with the displacement type one, can give more balanced accuracy of results in calculating the stresses and displacements of the structure. In this paper, one typical example, the flexural-torsional problem of a discontinuously variable sectional beam under coupled end torsional moments, is selected and analyzed to validate the usefulness of the developed beam element.

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Development of Drawbead Expert Models for Finite Element Analysis of Sheet Metal Forming Processes(Part 2:Modeling) (박판성형공정의 유한요소해석을 위한 드로우비드 전문모델 개발(2부: 모델링))

  • Keum, Yeong-Tak;Lee, Jae-U
    • Transactions of Materials Processing
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    • v.7 no.1
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    • pp.12-22
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    • 1998
  • An expert drawbead model is developed for the finite element analysis of stamping processes. The expert model calculates drawbead restraining forces and bead-exit thinnings with the forming condi-tions and drawbead size. The drawbead restraining forces and bead-exit thinnings of a circular draw-bead and stepped drawbead are computed by mathematical models and corrected by the multiple lin-ear regression method based on experimental measurements. The squared drawbead preventing the sheet from drawing-in inside die cavity is assumed to have a very huge drawbead restraining force and no pre-strain just after drawbead. The combined beads are considered as a combination of basic draw-beads such as circular a drawbead stepped drawbead and squared drawbead so that the drawbead restraining forces and bead-exit thinnigs are basically sum of those of basic drawbeads.

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Development of Drawbead Expert Models for Finite Element Analysis of Sheet Metal Forming Processes (Part1:Experiment) (박판성형공정의 유한요소해석을 위한 드로우비드 전문모델 개발(1부: 실험))

  • Lee, Jae-U;Keum, Yeong-Tak
    • Transactions of Materials Processing
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    • v.7 no.1
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    • pp.3-11
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    • 1998
  • During the forming process of sheet metals, the drawbead in the die face controls a restraining force so that the sheet flows into the die cavity with tension. In order to investigate a drawgbead restraining force and a pre-strain just after drawbeads which are essential in the finite element analysis of form-ing processes, the friction test and drawing test are employed. The experiments performed with a cir-cular bead stepped bead double circular bead and circular-and-stepped bead in the various forming conditions and bead sizes show that the restraining force varies linearly with the blank holding force. bead radius blank thickness and friction but the pre-strain nonlinearly does with them.

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Evaluation of Surface Mechanical Properties of Electro-formed Fe-Ni-Co Thin Foil by Dynamic Nano-indentation and Finite Element Methods (Fe-Ni-Co 박판의 동적 나노 압침법과 유한 요소법에 의한 표면 기계적 특성 평가)

  • Gang, Bo-Gyeong;Choe, Yong
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2017.05a
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    • pp.124-124
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    • 2017
  • Fe-Ni-Co 합금 박막(<$100{\mu}m$)을 황화물계 용액에서 전주공정으로 제조하였다. XRF로 측정한 박판의 평균 조성은 Fe-34 wt.% Ni-3 wt.% Co 이다. AFM으로 측정한 표면 조도는 35.2 nm 이다. 표면의 나노 경도는 평균 5.4 GPa 이었다. Oliver 모델을 적용한 구리 박막의 탄성하강강성도는 약 75 이었다. Alekhin 모델을 적용한 구리 박막의 마찰계수, 피로한계는 각각 0.134, 0.027 이었다. 유한요소법으로 평가한 Berkovich 형 나노압침선단의 하중분포를 이차원 선형 및 비선형 해석하면 1 [mN]의 정적하중을 가한 Fe-Ni-Co 박막은 약 576 [mN]로 예측되었다. 압침선단의 하중집중정도는 표면탐침현미경으로 관찰한 압흔의 변형정도와 유사한 경향을 보였다.

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