• Title/Summary/Keyword: generalized sloped deflection method

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Minimum Weight Design for Watertight and Deep Tank Corrugated Bulkhead (수밀 및 디프탱크 파형 격벽의 최소중량설계)

  • 신상훈;남성길
    • Journal of the Society of Naval Architects of Korea
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    • v.40 no.6
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    • pp.12-19
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    • 2003
  • Corrugated bulkheads for a bulk carrier are divided into watertight bulkheads and deep tank bulkheads. Design of the watertight bulkheads is principally determined by the permissible limit of Classification and IACS requirements. But, the verification of strength through finite element analysis is indispensable for design of the deep tank bulkheads. A stage for stress evaluation of corrugated part is required for optimum structural design of the deep tank bulkheads. Since the finite element analysis for real model requires excessive amount of calculation time, in this study one corrugated structure is replaced with beam element and is idealized as 2 dimensional frame structure connected to upper and lower stool Minimum weight design of the deep tank bulkheads is performed through generalized sloped deflection method(GSDM) as direct calculation method. The purpose of this study is the development of design system for the minimization of steel weight of deep tank bulkheads as well as watertight bulkheads. Discrete variables are used as design variables for the practical design. Evolution strategies(ES) is used as an optimization technique.

A Study on Size Optimization of the Big Bracket in the Cargo Hold of Crude Oil Tanker (유조선 화물창내 대형 브라켓 치수 최적화 연구)

  • Lee Jong Hwan;Shin Sang Hoon;Kim Doehyun;Hwon Jin Chil
    • Special Issue of the Society of Naval Architects of Korea
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    • 2005.06a
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    • pp.63-68
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    • 2005
  • Optimum design of the big brackets is performed through iterated 3-D FE analyses to meet the permissible limits of stress, which consumes an excessive amount of calculation time. Therefore, this study has been prepared to determine rapidly and accurately an optimum size and scantling of the big brackets at the initial design stage. The generalized slope deflection method (GSDM) based on the span point concept is applied to enhance the efficiency of iterated structural analyses. The accuracy and applicability of the present method is verified by comparing with a detail 3-D FE analysis of web frame structures. As an optimization technique, evolution strategies (ES) are applied using discrete design variables for practical design.

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