• 한국정밀공학회지
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• 제13권12호
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• pp.86-98
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• 1996

An combined implicit/explicit scheme for the analysis of sheet forming problems has been proposed in this work. In finite element simulation of sheet metal forming processes, the robustness and stability of computation are important requirements since the computation time and convergency become major points of consideration besides the solution accuracy due to the complexity of geometry and boundary conditions. The implicit scheme dmploys a more reliable and rigorous scheme in considering the equilibrium at each step of deformation, while in the explict scheme the problem of convergency is elimented at thecost of solution accuracy. The explicit approach and the implicit approach have merits and demerits, respectively. In order to combine the merits of these two methods a step-wise combined implici/explicit scheme has been developed. In the present work, the rigid-plastic finite element method using bending energy augmented membraneelements(BEAM)(1) is employed for computation. Computations are carried out for some typical sheet forming examples by implicit, combined implicit/explicit schemes including deep drawing of an oil pan, front fender and fuel tank. From the comparison between the methods the advantages and disadvantages of the methods are discussed.

• 대한조선학회논문집
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• 제60권5호
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• pp.358-366
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• 2023

Due to the International Maritime Organization's (IMO) environmental regulations on NOx and SOx, LNG-fueled eco-friendly ships are gaining attention worldwide, and various eco-friendly ships are being proposed and demanded for conversion to eco-friendly ships in Korea, as the eco-friendly ship law has recently been enforced. In this study, the initial basic design was performed to convert an existing Marine Gas Oil (MGO) fueled ship into an LNG-DF propulsion ship, targeting medium-sized ship, to select the fuel tank capacity and main dimensions and appropriate fuel ratio between the two fuels. In particular, Sustainable basic design method considering environmental impact were proposed by performing a Life Cycle Assessment (LCA) throughout the design process, and various design options were compared and analyzed to meet different design conditions by applying them.

• 대한조선학회논문집
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• 제46권1호
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• pp.31-42
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• 2009

Common structural rule (CSR) doesn' t provide any other specific regulations for permanent means of access (PMA) platform structure in a cargo oil tank. The PMA platform is recommended to comply with scantling requirement of local support member. However, it leads to too conservative scantlings compared with actual loads imposed on the platform. This paper proposes a strength assessment procedure for the PMA structure based on a nonlinear ultimate strength. The ultimate strength is evaluated in a sufficiently conservative way. The first linear buckling mode is used as an initial imperfection shape and its magnitude is determined using the definitions of DNV PULS. Since the same imperfection mode as the failure mode of the ultimate limit state is assumed, it can accelerate the failure. Au ultimate strength capacity curve obtained from a series of nonlinear FE analysis is compared with actual stresses calculated by CSR cargo hold analysis.

• 한국산학기술학회논문지
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• 제15권10호
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• pp.5939-5944
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• 2014

폼모니터는 유조선 또는 위험화학품 선적운반선의 화물구역 화재를 진압하기 위해 화물탱크 갑판 상에 필수적으로 설치되어 있는 장치이다. 일반적으로 폼모니터의 주요한 설계 변수는 폼모니터를 통해 분사되는 소방 수의 분사거리이다. 그러나 현재까지 산업계에서는 폼모니터의 분사거리에 대한 수치 해석적 접근 보다는 경험에 근거한 데이터를 바탕으로 설계하고 있다. 따라서 새로운 폼모니터의 형상 설계 시 많은 시간과 비용이 필요한 실정이다. 본 논문에서는 폼모니터의 분사거리 예측에 대한 수치해석적인 방법을 제시하고 제안된 수치 해석 기법의 결과와 실험 데이터를 비교하여 제안된 해석 방법의 효용성을 검증하였다. 또한 설계 변경 된 폼모니터에 대하여 추가적인 수치해석을 통해 설계방안을 모색하였다.

• 한국해양공학회지
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• 제36권1호
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• pp.1-10
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• 2022

Recently, as the offshore structures are operated in the deep-sea oil fields, interest in the analysis of relative wave elevation around platforms is increased. In this study, it is examined how the analysis results differ depending on the characteristics of the wave probe when interpreting the relative wave elevation in the model test. First, by conducting the wave probe comparison experiment in the two-dimensional wave tank, it is confirmed how the measured values differ according to the type of wave probe for the same physical phenomenon. Two types of wave probe are selected, the resistance type and the capacitance type, and the causes of the difference in measured values is studied. After that, the model test of the semi-submersible platform is conducted to investigate the relative wave elevation. Relative wave elevation is measured with the wave probes used in the wave probe comparison experiment and analyzed to estimate the asymmetric factor and the extreme upwell. The results between the two types of wave probes are compared, and qualitative study for the cause of the difference is conducted by photographing the physical phenomenon using a high-speed camera. Through the above study, it is confirmed that the capacitance type wave probe shows a larger measured value than the resistance type under the breaking-wave condition, and the same results are obtained for the asymmetric factor and the extreme upwell. These results is thought to be due to the difference in the measurement principle between wave probes, which is whether or not they measured water bubbles. This implies that the model test should be conducted using appropriate wave probes by considering the physical phenomenon to be analyzed.

• 산업진흥연구
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• 제9권2호
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• pp.37-44
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• 2024

본 연구는 석유 화학사 생산공장에 설치된 스티렌 모노머 저장 탱크의 화구(fireball)와 증기운 폭발(VCE)에 대한 최악의 시나리오를 선정하고 피해 예측 및 사고영향을 분석하였다. 혼합잔사유 저장 탱크의 주성분인 스티렌 모노머 이상중합반응 시 화구(fireball)와 증기운 폭발(VCE)로 인한 복사열과 과압의 영향 범위는 e-CA 사고 피해 예측 프로그램을 적용하여 정량 분석하였다. 복사열과 폭발 과압의 피해 영향 범위는 각 최대 반경 1,150m와 626m로 분석된다. 복사열 4kW/m²이 미치는 1,150m 이내 사람은 20초 동안 노출 시 피부가 부풀어 오를 수 있다. 폭발 과압 21kPa이 미치는 626m 이내 건축물은 철 구조물의 손상과 기초에서 이탈될 수 있고, 사람은 신체 부상할 수 있다. 화재, 폭발 또는 누출 사고 발생 시 복사열, 과압에 의한 사업장 내 근로자, 인근 주민 또는 주변 시설물 등의 위험 정도와 수용 여부 위험 기준을 판단하고, 취급 물질 유해·위험성 파악, 비상대응체계 구축, 개선 및 투자 활동 등을 통해 사업장 피해 최소화 대책을 수립하는 데 도움이 될 것으로 기대한다.

• 수산해양기술연구
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• 제47권4호
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• pp.435-442
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• 2011

In an attempt to respond to the increase in international oil prices and reduce operating expenses, ship remodeling was carried out on a 740ton class tuna purse seiner. To strengthen the competitiveness of the fisheries industry by improving vessel performance, a bulbous bow was newly equipped. The slipway and rudder area were also lengthened and enlarged with the propeller and main engine remained unchanged. To reduce the hull resistance, a circle type bulbous bow was attached on the hull behind bow thruster and thus the cost for exchanging electrical equipment for bow thruster was reduced. The new rudder area was expanded 15% more than the old one within the extent that the existing mechanical control part and rudder stock were not changed. To prevent fishing net damage and stabilize wake field, slipway was lengthened to the optimal position. All of the new design of remodeling parts went through the model tests in towing tank and CWC. Besides resistance test, all of necessary model test results were delivered for hydrodynamic character for the modified ship. The maneuvering simulation to verify that the remodeled ship satisfies the IMO rules was performed in both zigzag and turning tests. The estimated resistance with new bulbous bow and lengthened stern was reduced by 4.8% in the 2-dimensional analysis and 17.4% in the 3-dimensional analysis in comparison of conventional ship. The average reduction of resistance was estimated about 10%. Maneuvering character of modified hull form was found to satisfy all regulations under IMO. The remodeling of tuna purse seiner can not only improve fishing performance but also contribute to reduction of operating cost by saving energy for the fisheries industry.

• Geomechanics and Engineering
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• 제13권6호
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• pp.929-946
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• 2017

Composite foundation treated with compaction piles can eliminate collapsibility and improve the bearing capacity of foundation in loess area. However, the large number of piles in the composite foundation leads to difficulties in the analysis of such type of engineering works. This paper proposes two simplified methods to quantify the stability of composite foundation treated with a large number of compaction piles. The first method is based on the principle of making the area replacement ratios of the simplified model as the same time as the practical engineering situation. Then, discrete piles arranged in a triangular shape can be simplified in the model where the annular piles and compacted soil are arranged alternately. The second method implements equivalent continuous treatment in the pile-soil area and makes the whole treated region equivalent to a type of composite material. Both methods have been verified using treated foundation of an oil storage tank. The results have shown that the differences in the settlement values obtained from the water filled test in the field and those calculated by the two simplified methods are negligible. Using stability analysis, the difference ratios of the static and dynamic safety factors of the composite foundation treated with compaction piles calculated by these two simplified methods are found to be 3.56% and 5.32%, respectively. At the same time, both static and dynamic safety factors are larger than the general safety factor, which should be greater than or equal to 2.0 according to the provisions in civil engineering. This indicates that after being treated with compaction piles, the bearing capacity of the composite foundation is effectively improved and the foundation has enough safety reserve.

• 한국산학기술학회논문지
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• 제17권9호
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• pp.51-56
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• 2016

파형격벽은 보강격벽에 비해 많은 장점을 갖고 있어 살물선, 정유운반선, 화학제품 운반선의 화물창 격벽으로 사용되고 있다. 살물선 파형격벽의 최적 파형을 구하기 위한 연구는 비교적 활발하게 수행되어 왔으나, 고가의 재질로 구성되어 최적설계 시 경제적 효과가 가장 클 것으로 예상되는 화학제품 운반선에 대한 연구는 거의 찾아보기 어렵다. 화학제품 운반선의 파형격벽은 크게 수직 파형격벽과 수평 파형격벽으로 구분할 수 있으며, 수평 파형격벽은 다른 선종에서는 볼 수 없는 특별한 형태의 격벽으로 30K급 실적선의 경우 전체 파형격벽의 30% 정도를 차지하고 있다. 본 연구의 목적은 화학제품 운반선의 수평 파형격벽에 대한 최소중량설계 방법을 개발하는 것으로, 최적화 기법으로는 진화전략 기법을 도입하여 전체 최소점을 신뢰성 있게 탐색하였고 최적의 결과를 주는 설계변수 값이더라도 현장의 작업성을 위반하면 도태되도록 하여 현장 적용성을 높였다. 또한, 유한요소법에 의한 구조해석을 통해 도출된 최적설계 결과에 대한 구조 안전성을 검증하였다. 최적화 결과에 따른 수평 파형격벽의 설계는 실적선과 비교하여 동등 수준의 구조강도를 확보하면서도 약 14%의 중량 절감 효과를 보였으며, 이에 따라 설계 및 제작 공수를 줄이는데도 크게 기여할 것으로 기대된다.

• Ocean Systems Engineering
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• 제8권4호
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• pp.427-439
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• 2018

Floating Production Storage and Offloading (FPSO) units have the advantages of their ability to provide storage and offloading capabilities which are not available in other types of floating production systems. In addition, FPSOs also provide a large deck area and substantial topsides payload capacity. They are in use in a variety of water depths and environments around the world. It is a good solution for offshore oil and gas development in fields where there is lack of an export pipeline system to shore. However due to their inherently high motions in waves, they are limited in the types of risers they can host. The Low Motion FPSO (LM-FPSO) is a novel design that is developed to maintain the advantages of the conventional FPSOs while offering significantly lower motion responses. The LM-FPSO design generally consists of a box-shape hull with large storage capacity, a free-hanging solid ballast tank (SBT) located certain distance below the hull keel, a few groups of tendons arranged to connect the SBT to the hull, a mooring system for station keeping, and a riser system. The addition of SBT to the floater results in a significant increase in heave, roll and pitch natural periods, mainly through the mass and added mass of the SBT, which significantly reduces motions in the wave frequency range. Model tests were performed at the Korea Research Institute of Ships & Ocean Engineering (KRISO) in the fall of 2016. An analytical model of the basin model (MOM) was created in Orcaflex and calibrated against the basin-model. Good agreement is achieved between global performance results from MOM's predictions and basin model measurements. The model test measurements have further verified the superior motion response of LM-FPSO. In this paper, numerical results are presented to demonstrate the comparison and correlation of the MOM results with model test measurements. The verification of the superior motion response through model test measurements is also presented in this paper.