• Title/Summary/Keyword: LR SDA

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Strength Analysis for Transition Structure Design in way of Trunk Deck and Deckhouse on LNGC (LNG 선박의 트렁크 갑판과 거주구 연결 부위의 설계해석)

  • Kwon Seung-Min;Han Sungkon;Heo Joo-Ho
    • Special Issue of the Society of Naval Architects of Korea
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    • 2005.06a
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    • pp.76-83
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    • 2005
  • Membrane type LNG Carriers are characterized by their special structures such as trunk deck above upper deck. It is necessary to introduce an appropriate structure arrangement taking into account transition of the trunk deck to the upper deck or deckhouse in fore and aft parts. The transition area at aft part -from trunk deck to the deckhouse - is to be specially considered because of high longitudinal stresses applied at the area. This study has been carried out to tackle the transitional structure problem in design stage This paper deals with not only mesh size of FE models for scantling evaluation and fatigue assessment but also technical issues regarding fatigue assessment.

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Strength Analysis for PAU Seat of FPSO (FPSO 선의 PAU SEAT 강도 해석)

  • HA T.M.;Kim S.S.;SONG M.K.
    • Special Issue of the Society of Naval Architects of Korea
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    • 2005.06a
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    • pp.90-96
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    • 2005
  • This paper presents the results of the reliability analysis of PAU (Preliminary Assembly Unit) seat of the floating Production Storage and Off1-loading Unit (FPSO) The main aim of the analysis was to demonstrate that a sufficient safety of structural members is guaranteed against PAU loads, internal and external pressure, and hull girder moments. Topside loads for PAU design are based on owner's request. According to the seat type, topside loads are classified into maximum values of same seat type for design efficiency. Totally, 26 loading cases for each model are used for this analysis with the combination of the reactions of PAU loafing and the hull girder bending moments according to LR offshore (2). The analysis results are evaluated according to the acceptance criteria for yielding given in LR offshore and guidance note (3) and The panel buckling resistance is verified by LR offshore and SDA (4). For 900,000 bbls FPSO, the PAU support foundation analysis using 3-D F.E. model is carried out to verify the structural adequacy of PAU foundation and structure members in way of PAU. The modified structures in way of PAU support are safe against considered load cases and all stresses in way of PAU support are within design criteria.

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