• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2019.05a
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• pp.236-237
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• 2019

IMO는 MEPC 73차(2018.10) 회의에서 선박부착생물 관리절차, 방오성능, 수중소제, 선체설계 및 교육사항이 구체적으로 명시될 수 있도록 기존 지침의 유효성평가가 승인되었으며 수집된 정보를 바탕으로 관리지침서 개정을 검토하고 있어 향후 선박부착생물 관리 가이드라인도 규제화 될 가능성이 높다. 우리나라는 IMO 선체 부착생물규제 대응하기 위해 외래 유해침임종 관리를 위한 최적을 방안을 도출 할 필요가 있다.

• Journal of the Society of Naval Architects of Korea
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• v.30 no.4
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• pp.112-126
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• 1993

In this paper, unified requirements of IACS on longitudinal strength of ships are investigated using nonlinear wave loads analyses under short term irregular waves. Also, analyses on IACS wave data were carried out for the purpose of presenting the guideline for future use. While keeping theoretical consistensy, the rule requirements for horizontal shear force, bending moment and torsional moment are newly proposed for the ships of large deck openings bases on the calculation results for 17 sample ships. The requirements for side shell hydrodynamic pressure are also presented. All the calculated results are compared with other Societies and present KR rules. These formula will be checked when corresponding requirements of structural scantling are determined.

• Journal of the Society of Naval Architects of Korea
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• v.29 no.1
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• pp.81-92
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• 1992

This paper deals with the procedure for developing a computer program which can predict the pressure fluctuation on the ship hull by solving the boundary value problem on the hull subject to the influence of the unsteady propeller and cavity motions. The program is applied to the solution of flow around a sphere under the influence of point sources simulating the propeller cavity, and then is compared with the analytic solution based on Butler's sphere theorem. The effect of free surface condition, either pressure-free or rigid-wall, upon the pressure distribution is studied. The computer code is also applied to a RO-RO ship, leading to the conclusion that the package may be useful for the analysis of excitation forces on the ship hull induced by the propeller in the design process.

• Journal of the Society of Naval Architects of Korea
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• v.36 no.2
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• pp.94-104
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• 1999

Plate buckling is very important design criteria when the ship is composed of high tensile steel plates. In general, the plate element contributes to inplane stiffness against the action of inplane load. If the inplane stiffness of the plating decreases due to buckling including the secondary buckling, the flexural rigidity of the cross section of a ship's hull also decreases. In these cases, the precise estimation of plate's behaviour after buckling is necessary, and geometric nonlinear behaviour of isolated plates is required for structural system analysis. In this connection, the author investigated the geometric nonlinear behaviour of simply supported rectangular plates under uniaxial compression in the longitudinal direction in which the principle of minimum potential energy method is employed. Based on the energy method, elastic large deflection analysis of isolated palate is performed and simple expression are derived to discuss the bifurcation paint type buckling and limit point type buckling.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.25 no.5
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• pp.375-380
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• 2012

In this study, dynamic load and dynamic contact force between a building block and wire ropes of a goliath crane are calculated during lifting or turn-over of a building block for the design of an optimal lug arrangement system. In addition, a multibody dynamics kernel for implementing the system were developed. In the multibody dynamics kernel, the equations of motion are constructed using recursive formulation. To evaluate the applicability of the developed kernels, the interferences and dynamic contact force between the building block and wire ropes were calculated and then the hull structural analysis for the block was performed using the calculation result.

• Journal of the Society of Naval Architects of Korea
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• v.30 no.2
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• pp.123-131
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• 1993

Since the years of oil tanker production in the 70's, the concern of marine enviromental protection is worldwidely increased, at last it is compulsorily ruled to product the double hull tanker by International Maritime Organization(IMO). Throughout these informative years Daewoo Shipyard has developed the double hull VLCC for a future vessel. The paper presents hull design for 300K double hull VLCC which was carried out to satisfy with statutory requirement of it, focused the structural arrangement and direct calculation in cargo hold area.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2003.05a
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• pp.27-31
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• 2003

Recently, buckling is easy to happen as that High tensile steel that is the thin plate absence is used comprehensively for the structure. Specially, buckling is getting into important design standard in hull construction which use High tensile steel. Therefore, that grasp conduct exactly after buckling is important in stability of hull structure. In this study, examined closely about conduct and secondary buckling after initial buckling of thin plate structure which receive compressive load according to various kinds yield strength under simply supported condition that make by buckling strength formula standard in each payment in advance rule to place that is representative construction of hull in this research. Analysis method is F.E.M by ANSYS and complicated nonlinear behaviour to analyze such as secondary buckling in used arc-length method.

• Journal of Navigation and Port Research
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• v.34 no.6
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• pp.447-452
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• 2010

A very good seakeeping vessel is able to operate effectively even in high sea states and also the passengers and the cargos are ensured in good conditions. The motions of a high speed boats are highly influenced by speed and dynamic forces even in encounter frequencies so that the assessment of seakeeping ability of the design craft in an early stage needs to be calculated for all three motions and for all ralative wave headings. In this paper, it concludes that RAO and RMS values of the catamaran's 3 motion are calculated according as the variation of Beafort scales and ship's speed. The ship motion response of the catamaran based on the RAO and RMS by encounter angles and speed was calculated.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2013.05a
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• pp.540-543
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• 2013

선박은 판과 보강재를 효율적으로 조립한 매우 복잡한 구조물이고, 이동하는 구조물로써는 최대규모의 구조물이다. 특히, 선체 구조의 설계란 "예상되는 모든 하중에 충분히 견딜 수 있는 강도(strength)와 강성(stiffness)을 가진 부재의 크기를 결정하고 적절히 배치하는 과정이다." 라고 말할 수 있다. 선체 구조의 설계는 부재의 배치가 얼마나 적절하게 잘되어 있는가에 달려 있다고 하여도 과언이 아닐 정도로 매우 중요하다. 주요 구조 부재의 부재 배치에 대한 기본적인 개념은 판 부재의 용접선(seam line), 종, 횡늑골의 간격, 종거어더 등을 예로 들 수 있으며, 부재의 배치는 최적 설계 및 공작상의 관점으로부터 선정되어야 하며, 또한 선체 전체의 구조적인 연결이 불연속이 되지 않도록 하여야 한다. 특히, 판 부재의 용접선은 여러 가지 표준치수로 생산되는 판 들 중, 판의 기준 폭이 얼마인 것을 사용하는 것이 공작상 또는 배치상 가장 편리한 가를 생각하여야 한다. 이것은 선박의 크기에 따라 다르겠지만, 조선소 크레인의 용량 및 가공상, 강도상의 문제를 고려하여 가능한 한용접선의 수를 줄이는 것이 바람직하다. 용접선을 줄이기 위해서는 판 부재의 폭을 넓게 하면 되나, 철강회사에서 표준으로 생산 판매하는 주판의 폭보다 넓은 판을 주문 구입 한다는 것은 곧 생산비용의 증가로 이어지는 것으로 이는 주판 구입 경비 측면에서는 바람직하지 않다. 따라 서, 주판 구입경비의 최소화를 유도하면서도 주판 폭의 적정 및 용접선 개수 최소화를 유지할 수 있도록 설계하는 것은 중요하지만, 용접선 배치의 문제는 다양한 입력 변수를 고려해야 하는 복잡한 문제이기 때문에 그간 최적화 관점에서 접근하지 못하고 시니어급 엔지니어가 가진 경험과 조선소의 지침서에 기재된 절차에 따라 대략적인 해를 결정하여 왔다. 본 연구는 이러한 복잡한 문제를 최적화 방법인 당금질(Simulated Annealing) 방법을 이용하여 해결한 결과를 소개하며, 그 결과와 효용성에 대해 논하도록 하겠다.

• Journal of Navigation and Port Research
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• v.31 no.3 s.119
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• pp.235-245
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• 2007

Stiffened steel plates are basic structural members on the deck and bottom structure in ship, offshore. It has a number of one sided stiffeners in either one or both directions, the latter structure was called grillage structure. At the ship structural desgn stage, one of the major consideration is evaluation for ultimate strength of the hull girder. In general, it is accepted that hull girder strength can be represented by the local strength of the longitudinal stiffened panel. In case of considering hogging condition in a stormy sea, stiffened panel was acting on the bottom structure under axial compressive load induced hull girder bending moment, also simultaneously arising local bending moment induced lateral pressure load. In this paper, results of the structural analysis have been compared with another detailed FEA program and prediction from design guideline and a series analysis was conducted consideration of changing parameters for instance, analysis range, cross-section of stiffener, web height and amplitude of lateral pressure load subjected to combined load (axial compression and lateral pressure load). It has been found that finite element modeling is capable of predicting the behaviour and ultimate load capacity of a simply supported stiffened plate subjected to combined load of axial compression and lateral pressure load It is expected that these results will be used to examine the effect of interaction between lateral pressure and axial loads for the ultimate load-carrying capacity based on the Ultimate Limit State design guideline.