• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2011년도 제36회 춘계학술대회논문집
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• pp.245-248
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• 2011

다중펄스 로켓모타 기술은 일회성 추력발생 방식에 비하여 여러 가지 장점이 있다. 추진기관에 펄스분리장치를 적용하면 적절한 추력배분을 통하여 유도탄의 사거리 연장 및 종말속도를 향상시킨다. 본 연구에서는 격벽형 펄스분리장치의 성능을 검증하기 위하여 실물형 Heavy-type 추진기관을 설계, 제작하여 지상연소시험을 수행하였다. 지상연소시험 시 계측한 추진기관의 압력, 추력, 진동 결과를 바탕으로 펄스분리장치의 파열특성인 파열시간과 파열압력 분석을 실시하였다. 그 결과, 2단 연소압력의 30% 이하에서 파열되어야 한다는 요구조건을 만족함을 확인할 수 있었다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제12권1호
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• pp.667-679
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• 2020

As the LNG carrier operates in ice covered waters, it is key to ensure the overall safety, which is related to the coupling effect of ice-breaking process and internal liquid sloshing. This paper focuses on the sloshing simulation of the ice-breaking LNG carrier, and the numerical method is proposed using Circumferential Crack Method (CCM) and Volume of Vluid (VOF) with two main key factors (velocity νx and force Fx). The ship motion analysis is carried out by CCM when the ship navigates in the ice-covered waters with a constant propulsion power. The velocity νx is gained, which is the initial excitation condition for the calculation of internal sloshing force Fx. Then, the ship motion is modified based on iterative computations under the union action of ice-breaking force and liquid sloshing load. The sloshing simulation under the LNG tank is studied with the modified ship motion. Moreover, an ice-breaking LNG ship with three-leaf type tank is used for case study. The internal LNG sloshing is simulated with three different liquid heights, including free surface shape and sloshing pressure distribution at a given moment, pressure curves at monitoring points on the bulkhead. This present method is effective to solve the sloshing simulation during ice-breaking process, which could be a good reference for the design of the polar ice-breaking LNG carrier.

• Structural Engineering and Mechanics
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• 제81권6호
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• pp.781-790
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• 2022

The present paper describes a general procedure of the structural safety assessment for the independent type C tank of LNG bunkering ship. This strength assessment procedure consists of two main scheme, global Finite Element Analysis (FEA) model primarily for hull structure assessment and detailed LNG Tank structures FEA model including the cylindrical tank itself and saddle-support structures. Two kinds of mechanism are used, fixed and slides constraints in fore and rear of the saddle-support structures that result in a variation of the reaction forces. Finite Element (FE) analyses have been performed and verified by the strength acceptance criteria to evaluate the safety adequacy of yielding and buckling of the hull and supporting structures. The detail of FE model for an LNG type C tank and its saddle supports was made, which includes the structural members such as cylindrical tank shell, ring stiffeners, swash bulkhead, and saddle supports. Subsequently, the FE buckling analysis of the Type C tank has been performed under external pressure following International Gas Containment (IGC) code requirements. Meanwhile, the assessment is also performed for yielding and buckling strength evaluation of the cylindrical LNG tank according to the PD 5500 unfired fusion welded pressure vessels code. Finally, a complete procedure for assessing the structural strength of 500 CBM LNG cargo tank, saddle support and hull structures have been provided.

• 한국CDE학회논문집
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• 제10권4호
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• pp.244-253
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• 2005

In the initial ship design stage of shipyards, the hull form design, the basic design (compartment modeling and ship calculation), and the hull structural design are being performed by different systems. Thus, the problem on interfaces between these systems occurs. To solve this, we developed the hull form design system 'EzHULL' and the compartment modeling and ship calculation system 'EzCOM-PART' for developing finally an integrated ship design system. And, in this study, we present an object-oriented hull structural design .system 'EzSTRUCT', which is developed recently. A structural design in an initial design stage can be frequently changed, because the design is not firmly determined yet. Therefore, designers perform the simplified structural modeling with bigger structural parts (or objects) such as deck, longitudinal bulkhead, etc. in the initial design stage, and the detailed structural modeling with smaller structural parts such as plate, seam, slot, etc. in the detailed design stage. However, the existing hull structural CAD system used in a shipyard is not efficient in generating a 3D CAD model in the initial design stage, because it has difficulty in handling frequent changes in design. Therefore, designers initially draw 2D drawings in the initial design stage, and generate the 3D CAD model from these 2D drawings in the detailed design and production design stages. In this study, the hull structural design system, which can efficiently generate a 3D CAD model through rapid modeling at an initial design stage, was developed in this study To evaluate the applicability of the developed system, we applied it to hull structural modeling of various ships such as a VLCC, a bulk carrier, etc. As a result, it could efficiently generate a 3D CAD model of a hull structure.

• Journal of Welding and Joining
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• 제27권5호
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• pp.74-80
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• 2009

The membrane of the LNG carriers consists of thin strips of INVAR(Fe-36%Ni) steel plates, and the junction between INVAR strips is fabricated by welding. Thousands of the raised edge joints, regularly spaced, are located around all the side of the tank corner near the transverse bulkhead, and TIG welding is manually made on the top of the raised edges. Since the thickness of all the laminated edge plies is extremely thin and the weld position is under a bad accessibility, highly skilled workers are required to perform welding relatively for a long welding time. An alternative scheme for the corner membrane fabrication is proposed in the study to improve the installation workability and thus productivity. The scheme replaces the welded edges with the preformed corrugation ones. A panel strip with regularly-spaced corrugations is installed at the corner instead of the individual flat strip of which edge is vertically raised to be welded with the adjacent strip. In the study, a series of the evaluation on the corrugated edge members was performed to assess the applicability to the real LNG carrier fabrication. Opening displacement at the raised edge was experimentally examined. Elastic stiffness regressed from the displacement was nearly same in both edge types. Edge displacement and local stresses were calculated under hydrostatic pressure and temperature change due to liquefied cargo. Fatigue test was performed on both corrugated and welded edge specimens consisting of two or five plies of invar strips. Fatigue strength of the corrugated specimens was not less than that of the welded specimens.

• 한국항해항만학회지
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• 제29권10호
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• pp.865-870
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• 2005

선박 침수 사고의 경우, 선박의 운용 책임자가 취할 수 있는 대응방안이 한정되어 있어 정확한고 신속한 의사결정을 위해서는 기존의 안전관련 시스템을 활용한 효율적인 의사결정 지원 시스템이 필요하다. 수밀 및 준수밀 문, 격벽 밸브, 배수 펌프 등과 같이 침수 사고 시작동하는 대부분의 시스템들은 침수가 선박 전체로 전파되는 것을 막도록 충분한 구획분할 정도를 확보하는데 목적이 있다. 침수 시나리오가 파국적이지 않다고 가정하더라도 발라스트 탱크의 사용은 침수 전파 방지와 선박 안정성을 향상하기 위한 매우 효과적인 방안이 될 수 있다. 본 논문에서는 침수 손상 시 최적의 대응방안을 위해 채워져야 하는 발라스트 탱크들을 선정하고, 각 발라스트 탱크의 수위를 결정하는 최적화 알고리즘을 기술한다.

• Journal of Advanced Marine Engineering and Technology
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• 제38권7호
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• pp.936-942
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• 2014

화석 연료의 고갈로 인해 신재생 에너지에 관한 관심이 날로 증가하고 있다. 그 중에서도 예측가능성이 높고 이용 가능한 양이 풍부한 파력에너지에 관한 연구가 활발히 진행되고 있다. 부유체-균형추식 파력발전장치는 진동 타입과 비교해 구조 강도가 증진된 장치이며, 부유체의 포면에 웨이브 캠버라 불리우는 격벽을 설치하여 파도가 오직 상하운동만을 하도록 만들었다. 본 논문은 주로 병렬 연결된 파력 발전장치의 발전량에 중점을 두고, 그 발전량을 계산하였다. 그 결과, nl/L의 값이 증가할수록, 더 많은 전력량이 발생하고, nl/L=0.40 이상이 되었을 때, 상시 연속적인 발전량이 얻어진다는 것을 알 수 있었다. 이 연구를 통해서, 실제 해역 조건에 유리한 유수실을 설계하는데 기본 자료로 활용할 수 있다.

• 한국추진공학회지
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• 제21권5호
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• pp.80-87
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• 2017

격벽으로 분리된 여폭약과 수폭약의 쌍으로 이루어진 파이로테크닉 장치의 성능은 격벽 내에서의 충격파 감쇠 및 폭약의 충격 감도에 의해 결정된다. 따라서 초소형 Kapton 비행편의 고속 충돌 실험을 통한 대상 HNS의 충격 점화 및 감도 분석을 목표로 EFI 기폭 장치를 고안하였다. 폭약에 전해지는 충격파의 강도 및 지속 시간의 측정을 위해 VISAR 속도 간섭계를 활용한 속도 측정 및 임피던스 정합 기법을 적용하였다. 본 연구는 비행편의 속도 및 충돌 시 발생되는 충격파의 강도와 지속 시간을 결정함으로써 소형 파이로테크닉 장치의 성능 및 기폭을 위한 비행편의 임계 속도의 예측 가능성을 확인하였다.

• 한국산림과학회지
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• 제67권1호
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• pp.31-41
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• 1984

신안심몰고선(新安沈沒古船)의 선체(船體)를 구성(構成)하고 있는 목재(木材)의 수종(樹種)을 목재조직특징(木材組織特徵)으로 식별(識別)하고 해당수종(該當樹種)의 현존(現存) 분포지역(分布地域)을 기술(記述)하였다. 주요(主要) 선체구성목재(船體構成木材)인 외판(外板), 격벽(隔璧), 조판(助板), 현장(舷墻), 갑판(甲板), 용골(龍骨) 등(等)은 마미송(馬尾松)(중국적송(中國赤松))인 반면(反面), 선체포판(船體包板)은 넓은잎 삼나무로써 모두 장자강이남(場子江以南)에 분포(分布)하는 중국특산수종(中國特産樹種)이었다. 그외 현장지주(舷墻支柱)와 목조(木槽) 가름대에서는 녹나무류(類)와 초록나무류(類)가 식별(識別)되었으며, 분포지역(分布地域)은 중국남부(中國南部), 한국남해안(韓國南海岸), 일본열도(日本列島) 등(等)이다.

• 보존과학회지
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• 제4권1호
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• pp.3-10
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• 1995

This study focused on the reconstructional point of Shinan ship-wreck that was excavated between $1976\~1984$. The wreck, which might be sunk in the beginning of the 14th century, is regarded as a vessel of Yuan dynasty, China. This paper tried to find out some structural characteristics and principal dimensions for restoration. The Shinan shipwreck's structural characteristics are summarized as follow, 1) The Shinan shipwreck is formed V-shaped cross section with bar keel, 2) The vessel is divided 8 holds by 7 bulkheads. 3) The ship has flat type stem and transome stern. 4) A rabbeted clinker -built is basically adopted on planking joint. 5) A wooden sheathing, which means a sort of protecting board against marine insects, is covered outside of the main hull, 6) For making an watertight structure, oakum and lime mixtured t'ung-oil are used along the seam of planking and bulkhead. 7) A V-shaped deep water-way exists at both deck side. 8) The shipwreck is believed to have 2 masts at least. 9) The shiptimbers are classified as Chinese Red Pine(Pinus Massonina) which is mainly grown in the southern part of China. Considering as mentioned above the structural characteristics, Shinan ship-wreck could be classified as Chinese Fu-chuan type(복선형) of sea-going ship. The Shinan ship's principal dimensions which are calculated on the basis of Chinese traditional shipbuilding custom, are as follow, Length overall(L.O.A). : 34.80m Length water line(L.W.L) : 24.90m Breadth(B.max.) : 11m Breadth(B) : 10m Depth at keel line(H) : 3.75m Draft(D). : 3.15m Freeboard(F) : 0.65m Ratio, length/breadth(L/B). : 2.26 Ration, breadth/depth(B/D) : 3.5 Height of stem : 7m Height of stern : 10m Displacement : ab.340ton.