• Journal of the Korea Academia-Industrial cooperation Society
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• v.18 no.3
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• pp.22-30
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• 2017

This paper presents the research results of a light weight through topology optimization and structural safety evaluation through structural analysis of a pressure system structure installed in an off-shore plant. Conducting a structure design according to the wind load and the dynamic load at sea in addition to a self-load and structure stability evaluation are very important for structures installed in off-shore plants. In this study, the wind and dynamic load conditions according to the DNV classification rule was applied to the analysis. The topology optimization method was applied to the structure to obtain a lightweight shape. Phase optimization analysis confirmed the stress concentration portion. Topology optimization analysis takes the shape by removing unnecessary elements in the design that have been designed to form a rib shape. Based on the analysis results about the light weight optimal shape, a safety evaluation through structural analysis and suitability of the shape was conducted. This study suggests a design and safety evaluation of an off-shore plant structure that is difficult for structural safety evaluations using an actual test.

• Journal of Navigation and Port Research
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• v.45 no.4
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• pp.212-223
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• 2021

The objective of this study was to evaluate structural safety according to environmental conditions acting on the piping of offshore structure and the motion of the structure. As for conditions acting on the piping, the maximum and minimum temperature conditions were used to analyze the design conditions of N2 generator. The motion of the structure was calculated and applied according to the DNV(Det Norske Veritas) rule. Each condition was combined and a total of 26 load combinations were constructed according to thermal load, motion load, and presence or absence of pipe support. Analysis was performed using a commercial program MSC Patran/Nastran. Thermal analysis was performed by applying the steady-state method, Sol 153. Thermal-structural coupled analysis was performed using Sol 101, a linear-static method. As a result of the analysis, the stress tended to increase when temperature inside the pipe was lower in Set 1 and Set 2, when temperature was higher in Set 3, and when the temperature difference between the inside and outside of the pipe in Set 4 was increased. However, the sum of stresses in the condition with only temperature load and the condition with only the kinetic load did not show the same value as the stress in the composite load condition of two loads. That is, the influence of the motion load varied depending on the direction of motion, the arrangement of pipes, and the position of the support. Therefore, it is necessary to comprehensively consider the size and direction of the motion load acting on the piping, the arrangement of the piping, and the location of the pipe supports during the design of piping.

• Proceedings of KOSOMES biannual meeting
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• 2009.06a
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• pp.85-86
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• 2009

The sloshing phenomenon can be defined as the nonlinear movement of the free-surface of liquids inside tanks. It generates dynamic loads on the tank structure and thus becomes a problem of relative importance in the design of marine structures. The present study describes a experiment of the sloshing of flows with free-surface which contained in a rectangular tank moving in pitching motion.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1998.09a
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• pp.61-64
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• 1998

서해안시대의 개막과 함께 서해안 일대의 개발이 활발해지면서 서해대교, 영종대교 같은 대규모 해상교량의 건설이 이루어지게 되었다. 이들 구조물의 건설로 인해 흐름이 변하고 유속이 증가하면서 구조물의 안전에 심각한 영향을 미칠 세굴이 관심사로 떠올랐다. 하지만 해상세굴에 대해 연구된 기존의 자료가 거의 전무한 실정이므로 현장에서 직접 세굴의 진행과정을 관찰하는 것이 절대적으로 필요하다. (중략)

• Bulletin of the Society of Naval Architects of Korea
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• v.33 no.4
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• pp.67-75
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• 1996

일찌기 20세기 초반부터 지구의 마지막 남은 자원의 보고로서 또한 미래의 생화공간으로서 해양에 대한 관심이 고조되어 왔다. 해양의 에너지/광물 자원의 개발을 위한 노력은 이미 1950년대 부터 시작되어 상당한 가시적인 성과를 얻고 있다. 최근에는 특히 환경보존에 대한 관심이 고조됨에 따라 육상기피시설물(공항, 폐기물 처리시설, 원자력 발전설비 등)들의 부지확보 문제를 해결하기 위하여 해양공간을 활용하는 방안이 선진각국에서 연구되고 있으며, 그중 가장 타당성이 높은 방안의 하난로서 각종 생산활동을 위한 플랜트를 대형 부유구조물 위에 설치하는 해상플랜트(Barge Mounted Plant, BMP)가 제안되고 있다. 원자력 발전설비를 비롯한 대형 프랜트를 부유구조물 위에 설치할 경우, 지진의 영향을 극소화 할 수 있다는 장점이 있으나 해상의 파도, 조류, 바람, 일사에 의한 갑판의 열변형 등 불규칙적인 환경하중에 노출되므로 이러한 환경조건하에서 구조물이 설계 수명 동안 안전하게 기능을 다할 수 있는지를 세심하게 검토할 필요가 있다. 따라서 BMP의 안전성 평가방법에 대한 신뢰도를 높이고 평가결과에 대한 합리성을 제고하는 한편, 이를 바타응로 현재까지는 설계/건조 경험이 전무한 초대형 부유구조물의 구조설계와 관련된 기초기술 및 응용기술을 확보하는 문제는 가장 시급히 해결되어야 할 부분이다.

• Journal of the Korean Society of Marine Environment & Safety
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• v.20 no.2
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• pp.241-246
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• 2014

The purpose of this study is to investigate the flow characteristics around underwater triangular structure with various inclination and Reynolds number. A flow fields around the triangular structure model were measured by visualization method and PIV in the circulating water channel. The result of the experiment is where the triangular structure that has a inclination of $45^{\circ}$ and the reynolds number at $Re=2.9{\times}10^3$ showed rising velocity component to 2.7 times of the structure height. When the reynolds number is steady and when the inclination is greater the descending velocity component of the structure's rears current form is greatly shown and for the areas where it's more than y/hs=1.75 has a change in the angle of inclination but it doesn't give a great effect to it.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2011.06a
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• pp.192-194
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• 2011

육상의 자원고갈로 인한 해양자원의 관심 증가로 플랜트 사업의 수요가 증가함에 따라 플로팅 구조물의 안전성 확보를 위한 구조해석이 필요하다. 이 연구에서는 범용 유한요소 프로그램인 ABAQUS를 사용하여 3차원 플로팅 구조물의 상부구조물에 정적하중과 진폭의 크기가 다른 파랑하중을 적용하여 모멘트 및 변위를 비교한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2012.06a
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• pp.377-379
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• 2012

새천년대교 건설을 위하여 설치된 공사용 구조물, 작업용 선박 및 바지선 등 새로운 항행장애물 발생으로 인하여 항행여건이 더욱 열악하게 됨으로써 해양사고 발생 가능성이 증가하고 있어 이에 대한 안전대책을 수립 시행하여 해양사고를 예방하고자 한다.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2000.10a
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• pp.73-74
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• 2000

어업용 프레임 구조물 중 부유식의 것은 수면에 떠 있는 프레임과 그 하부에 있는 그물이 조류와 파랑에 의한 저항을 동시에 받고, 낙망 등과 같은 수중 침하식의 것은 그 전체가 조류에 의한 저항을 많이 받기 때문에, 이들 구조물의 안전성은 그들이 받는 저항의 크기에 따라 크게 달라진다. (중략)

• Journal of the Korean Society of Marine Environment & Safety
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• v.14 no.1
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• pp.21-27
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• 2008

Triangular structure is used as basic shape of artificial structures for generating the upwelling current in order to make rich fishing ground at sea. Artificial upwelling current could bring the deep sea water containing a lot of nutrients from the bottom up to the surface. The purpose of this study is to examine the flow characteristics around underwater triangular structure with various stratification parameter. An experimental study was carried out for the triangular structure model in the circulating water channel to investigate flow characteristics by flow visualization method. A velocity fields around the underwater structure were measured by particle image velocimetry(PIV). The experimental results showed that the upwelling effect at the back and upper region of the structure could be best when the water depth was 2 times of the structure height and the stratification parameter was approximately 3.0. These quantitative data will be useful to determine the functional efficiency cf artificial upwelling structures.