• Title/Summary/Keyword: 곡면판 굽힘

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A Determination of Approximated Cylindrical Surfaces of Doubly Curved Surfaces for the Least Line Heating (최소 2차 가공을 위한 이중 곡면의 롤러 굽힘 형상 결정)

  • Dae-Kyu Yun;Jong-Gye Shin;Cheol-Ho Ryu
    • Journal of the Society of Naval Architects of Korea
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    • v.36 no.3
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    • pp.134-143
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    • 1999
  • The ship's bows and sterns are assembled with the curved blocks. In shipyards, the roller bending and the line heating or others are being used to fabricate such doubly curved shell. Firstly, the cylinder- or cone-type is formed through the roller bending, and then, the line heating is implemented to form the rest. This paper presents an algorithm to determine the direction for the roller bending and the shape to be formed as fabrication information. The direction for the roller bending is determined with Gauss mapping of the desired surface and the shape to form is calculated by comparing the bent shape with the desired shape.

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Analysis of Ship Hull Plate Bending By Roll Bending Machine (Roll bending machine에 의한 선체외판의 곡면가공 해석)

  • Kim, You-Il;Shin, Jong-Gye;Lee, Jang-Hyun
    • Journal of the Society of Naval Architects of Korea
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    • v.33 no.4
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    • pp.142-149
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    • 1996
  • Pyramid type three roll bending machines are widely used in roll-bending process to produce singly curved plate. In forming singly curved plate, controlling the vertical displacement of the center roller is most important to acquire the shape required and automation system of the process. In this paper roller bending process is modeled as an elastic-plastic phenomenon and analyzed using beam theory and finite element method. In finite element analysis the workpiece is modeled by using beam elements and plane strain elements respectively. Through the analyses vertical center roller displacement is obtained to get constant curvature distribution along arc length. The relationship between center roller displacement and curvature in steady state as well as residual stress and strain along plate thickness direction are calculated through finite element analysis.

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Development of Induction Heating Simulator for the Bending of Plates with Primary Curvature (1차곡을 갖는 판의 곡가공을 위한 유도가열 시뮬레이터의 개발)

  • Lee, Young-Hwa;Ha, Yun-Sok;Jang, Chang-Doo
    • Journal of the Society of Naval Architects of Korea
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    • v.42 no.3
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    • pp.241-248
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    • 2005
  • The induction heating is more efficient for a plate bending because of its easy operation and control of working parameters compared with the heating by torch. In this study, a more efficient method was proposed for the prediction of plate bending. The existing analysis method using the axi-symmetric coil model could not handle the varying temperature during the heating and the forming process for curved plates like a saddle or a concave type curvature. The proposed method using some discrete steps in this study could overcome these difficulties and show more accurate, reasonable results in temperatures and deflections of fiat or curved plates. This method is composed of multi-disciplinary analyses such as an electro-magnetic analysis, a heat transfer analysis and a deformation analysis based on inherent strain approach.

Experimental Testing of Curved Aluminum Honeycomb/CFRP Sandwich Panels (곡면형상의 알루미늄 하니콤/CFRP 샌드위치 패널에 관한 실험적 연구)

  • Roy, Rene;Park, Yong-Bin;Kweon, Jin-Hwe;Choi, Jin-Ho
    • Composites Research
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    • v.26 no.2
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    • pp.85-90
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    • 2013
  • This paper presents the fabrication and 3-point flexion testing of carbon fiber reinforced polymer (CFRP) composite face/aluminum honeycomb core sandwich panels. Specimen sandwich panels were fabricated with three honeycomb types (3.18 mm, 4.76 mm, and 6.35 mm cell size) and three panel radii (flat, r = 1.6 m, r = 1.3 m). The curved sandwiches were fabricated normally with the core in the W-direction. The tensile mechanical properties of the CFRP $2{\times}2$ twill fabric face laminate were evaluated (modulus, strength, Poisson's ratio). The measured values are comparable to other CFRP fabric laminates. The flat sandwich 3-point flexion test core shear strength results were 11-30% lower than the manufacturer published data; the test set-up used may be the cause. With a limited sample size, the 1.3 meter panel curvature appeared to cause a 0.8-3.8% reduction in ultimate core shear strength compared to a flat panel.