• 대한조선학회논문집
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• 제40권6호
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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.

• 대한조선학회논문집
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• 제29권3호
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• pp.157-165
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• 1992

본 연구에서는 굽힘을 받는 평판의 특성을 다루었으며 평판중 특히 수밀 격벽판 및 디프탱크 격벽판에 대하여 각 선급의 강선 규칙에서 규정하고 있는 규정식의 이론적 배경에 대하여 해석하고, 각 선급의 강선규칙에서 규정하고 있는 격벽판에 대한 설계 규정식을 비교검토한 후 모델 선박을 선정하여 격벽판에 대한 3차원 상세구조해석을 실시하여 선급규정식의 적용범위를 밝힘으로서 새로운 규정식의 방향을 제시하였다.