• Structural Engineering and Mechanics
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• 제75권6호
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• pp.785-797
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• 2020

As the growth of world trade has surged rapidly over the past years, the number is expected to continue growing over the coming years. Although the transportation costs can be reduced by using larger vessels, however, new berthing structures have to be constructed in order to cater for the larger vessels. This leads to a need for researching on designing a better berthing structure. For optimization of berthing structure design, we need to provide a better estimation of berthing energy than the previous methods in the existing guidelines. In this study, several berthing parameters were collected from previous works and researches. Moreover, the scenarios were selected efficiently by using a sampling technique. First, the berthing energy was calculated by executing 150 numerical simulations. Then, the numerical simulation results were compared with the results calculated by existing methods quantitatively to investigate the sensitivity of the berthing parameters and the accuracy of existing methods. The numerical method results have shown some deviation with respect to the existing method results in which the degree of deviation varies with the methods and the tendency of differences is dependent on certain berthing parameters. Then, one of the existing methods which has shown a small deviation was selected as a representative method and applied with several safety factors to obtain a suitable safety factor for the design.

• Journal of Advanced Marine Engineering and Technology
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• 제37권5호
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• pp.484-492
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• 2013

세계 각국은 산업 고도화에 따라 해수환경에 내식성, 내마모성을 갖는 재료에 대한 수요가 지속적으로 증가하고 있다. 특히 표면이 미려하고 내식성이 강한 스테인리스강은 선박, 해양 플랜트 및 조류발전 등 다양한 산업분야에 널리 사용되고 있다. 그러나 해양환경에서 $Cl^-$ 이온에 의한 부식 손상과 고속회전에 따라 캐비테이션 손상이 발생하기 쉽다. 따라서 이 연구에서는 해수 내 빠른 유속 환경에 사용되는 304 스테인리스강에 대해 캐비테이션 침식-부식실험을 실시하여 외부 조건이 스테인리스강의 내식성에 미치는 영향을 종합 분석하였다. 캐비테이션이 발생된 조건에서 워터캐비테이션 피닝효과에 의한 시험편 내에 압축잔류응력 형성으로 높은 경도를 나타냈으나, 물리적 충격으로 인한 산화피막 파괴로 동전위 분극 실험에서는 높은 전류밀도를 나타냈다. 따라서 해수 내 캐비테이션에 대한 저항성을 향상시키기 위해서는 전기화학적 특성뿐만 아니라 기계적 특성도 복합적으로 고려한 재료의 선택이 필요하다.

• 대한조선학회논문집
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• 제45권3호
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• pp.296-302
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• 2008

Recently, a mesh-size insensitive structural stress definition (structural stress method) is proposed that gives a stress state at weld toe with a relatively large mesh size. The structural stress definition is based on the elementary structural mechanics theory and provides an effective measure of a stress state in front of weld toe. In this study, a fatigue strength assessment for a side shell connection of a container vessel using both the hot spot stress and the Battelle structural stress method was carried out. A consistent approach to compute the extrapolated hot spot stress for design purpose is described and current fatigue guidance is evaluated. Fatigue strength predicted by the two methodologies, e.g. hot spot stress and structural stress approaches, at hot spot locations of a typical ship structure are compared and discussed.

• 한국전자통신학회논문지
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• 제13권4호
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• pp.845-850
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• 2018

본 논문에서는 수중 구조물 표면에 부착되어 기생하는 해양생물의 개체 수를 예측하는 방법을 제안한다. 이 방법은 수중에서 촬영한 영상을 이용하여 영역 극대를 계산하여 해양 부착생물의 개체 수를 예측하는 것이다. 이를 위해 영역 극대와 해양 부착생물 개체 수와의 상관관계에 대하여 분석한다. 분석 결과 영상 내 영역 극대의 개수와 해양 부착생물의 개체 수 사이에 상당한 상관관계가 존재하는 것을 밝혀냈다. 이와 같은 분석 결과를 이용하여 수중에서 촬영된 영상을 대상으로 실험을 진행하였다. 실험결과 영상의 영역 극대 수치가 높을수록 영상 내 해양 부착생물의 개체 수가 많다는 것을 확인할 수 있었다. 본 논문에서 제안한 방법은 수중 영상을 대상으로 하는 컴퓨터 비전에서 중요한 기반기술로 사용될 수 있을 것이다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2009년도 추계학술대회
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• pp.241-242
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• 2009

다동체 선체의 선형설계에서 선체 사이의 거리는 매우 중요한 설계 요소이다. 다동형 선박은 단동형 선박에 비하여 선체 주위의 비대칭적인 유동 변화, 두 선체 사이의 파형 간섭 등 복잡한 현상들로 인하여 그 체적 설계가 다소 어려운 것이 사실이다. 마찰저항에 비하여 조파저항의 영향이 큰 고속영역에서는 선형개발로 인한 조파저항 및 전체저항 감소할 수 있기 때문에 고속선에 이용되고 있다. 본 연구에서는 다동 몰수체 특히 두 선체 사이 간격에 따른 유동분석과 가시화 하여 유동장내 속도변화를 추적, 유동특성에 대한 실험적 연구를 수행하였다.

• 한국표면공학회지
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• 제49권3호
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• pp.245-251
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• 2016

Galvanizing method has been extensively used to the numerous constructional steels such as a guard rail of high way, various types of structural steel for ship building and various types of steels for the industrial fields etc.. However, the galvanized structures would be inevitably corroded rapidly with increasing exposed time because an acid rain due to environmental contamination has been much dropped more and more. Therefore, it has been made an effort to improve the corrosion resistance of the galvanizing film through various methods. In this study, comparison evaluation on the corrosion resistance of three types of the samples, that is, the hot dip galvanizing with pure zinc(GI), the hot dip galvanizing of alloy bath with zinc and aluminum(GL) and the pure zinc galvanizing steel immersed again to chromate treatment bath(Chro.)were investigated using electrochemical methods in 1% $H_2SO_4$ solution. The Chro. and GI samples exhibited the highest and lowest corrosion resistance respectively in 1% $H_2SO_4$ solution, however, the GI sample revealed the highest impedance at 0.01 Hz due to its high resistance polarization caused by corrosion products deposited on the surface, while Chro. sample exhibited the lowest impedance at 0.01 Hz because of little corrosion products on the surface. Consequently, it is suggested that the chromate treated steel has a better corrosion resistance in acid environment compared to pure galvanizing(GI) or galvalume(GL) steels.

• 대한조선학회지
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• 제13권4호
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• pp.19-24
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• 1976

Some method of analysis of rectangular plates under distributed load of various intensity with all edges built in are presented in. Analysis of many structures such as bottom, side shell, and deck plate of ship hull, and flat slab, deck systems of bridges is a problem of plate with continuous supports or clamped edges. When the four edges of rectangular plate is simply supported, the double fourier series solution developed by Navier can represent an exact result of this problem. If two opposite edges are simply supported, Levy's method is available to give an "exact" solution. When the loading condition and boundary condition of a plate does not fall into these cases, no simple analytic method seems to be feasible. Analysis of a plate under distributed loads of various intensity with all edges built in is carried out by applying Navier solution and Levy's method as well as "Principle of Superposition" In discussing this problem we start with the solution of the problem for a simply supported rectangular plate and superpose on the deflection of such a plate the deflections of the plate by slopes distributed along the all edges. These slopes we adjust in such a manner as to satisfy the condition of no rotation at the boundary of the clamped plate. This method can be applied for the cases of plates under irregularly distributed loads of various intensity with two opposite edges simply supported and the other two edges clamped and all edges simply supported and this method can also be used to solve the influence values of deflection, moment and etc. at arbitrary position of plates under the live load.

• 한국기계가공학회지
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• 제20권1호
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• pp.80-87
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• 2021

Most container ships are currently being constructed as Ultra-Large Container Ships. Hence, the equipment of the ships is also becoming relatively large. In particular, propellers, rudders, and rudder stocks are large in the stern structure, and in relation, efficient design of the hull structures to safely secure these parts is important. The bottom shell plate surface of a stern skeg is a perforated plate from which the rudder stock penetrates, so it is an important component for the stern structure. In this paper, to determine the critical buckling of the shell plate, an interaction curve equation for the two-axis compression of the shell plate was derived using the maximum value of the static structural stress multiplier in a load multiplier mode. This equation predicts the timing of the buckling occurrence. By analyzing this interaction curve equation, the buckling behavior of the plates subjected to a combination load was determined and the usefulness of applying it to ship building was investigated.

• 대한조선학회논문집
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• 제59권1호
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• pp.39-45
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• 2022

Normal strategy of structure optimization procedure has been minimum cost or weight design. Minimum weight design satisfying an allowable stress has been used for the ship and offshore structure, but minimum cost design could be used for the case of high human cost. Natural frequency analysis and forced vibration one have been used for the strength estimation of marine structures. For the case of high precision experiment facilities in marine field, the structure has normally enough margin in allowable stress aspect and sometimes needs high natural frequency of structure to obtain very high precise experiment results. It is not easy to obtain a structure design with high natural frequency, since the natural frequency depend on the stiffness to mass ratio of the structure and increase of structural stiffness ordinary accompanies the increase of mass. It is further difficult at the grillage structure design using the profiles, because the properties of profiles are not continuous but discrete, and resource of profiles are limited at the design of grillage structure. In this paper, the grillage structure design system under the constraint of high natural frequency is introduced. The design system adopted genetic algorithm to realize optimization procedure and can be used at the design of the experimental facilities of marine field such as a towing carriage, PMM, test frame, measuring frame and rotating arm.

• Journal of Advanced Marine Engineering and Technology
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• 제11권2호
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• pp.71-81
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• 1987

Nowadays, the high development of industrial technique demands the optimal design of marine structures to be welded under the water, because the underwater welding of the ship hull and marine structures can decrease manpower and cost of production. However there is not available at present any report on fatigue behavior about underwater welded joints. In this paper under tention- tension repeated fatigue stress with frequency of 10 cycles per second by local controlled system, the fatigue strength properties of underwater welded joints of SM41A-2 Plate-to-Plate of 10 mm thickness were experimentally examined. The results obtained were as follows : 1) The fatigue strength of underwater welded joints of SM41A-2 was peaked at the heat input of about 1, 400 joule/mm(180 A, 36 V), while, at the heat input of more than about 1, 100 joule/mm (160 A, 33 V) that of the underwater welds at the higher than cycle of life rather than the lower cycle was higher than that of the base metal but lower than that of the atmosphere welds on account of both cooling and notch effects. 2) The fatigue limit of underwater welds increased with an increase of heat input resulting in a peak of that at the heat input of about 1, 400 joule/mm and then decreased gradually. 3) The fatigue strength at N cycles was peaked between the heat input of about 1, 400 and 1, 700 joule/mm where the strain was rapidly increased. 4) It was confirmed that the optimal zone of heat input condition for obtaining the underwater welds fatigue strength higher than that of the base metal exists, and if out of this zone, the fatigue strength of the underwater welds was lower than that of the base metal because of lack weld penetration, inclusion of slag, voids, etc. 5) By the fatigue test, the underwater welds fractured brittly without visual deformation, so the strain was remarkably less than of the atmosphere welds. 6) The fatigue life factor was peaked at the heat input of about 1, 600 joule/mm (200 A, 36 V) at which the mean strain is a little higher than that of the base metal but quite lower than those of the atmosphere welds, resulting in good underwater welds because both fatigue strength and ductility of the underwater welds are higher than those of the base metal at such heat input.