• 제목/요약/키워드: marine structure material

검색결과 162건 처리시간 0.025초

드릴쉽 건조 중 문풀 구조 수정 작업 및 구조적 안정성 검토 (Repair Procedure and Structural Strength Analysis to Damage of Moon-Pool Structure for Drillship During Construction)

  • 유인상;손상용;백승중;최용락;유해근;윤기정
    • 대한조선학회 특별논문집
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    • 대한조선학회 2011년도 특별논문집
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    • pp.12-16
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    • 2011
  • During the shipbuilding construction, the repair works will be occurred by various reasons such as the natural disaster, mistakes of engineers or workers, defect of material, and so on. The one of the engineer's responsibilities is to design considering every possibility and to prevent the repair works due to the mistakes during construction stages, but actually it is very difficult and impossible to avoid every mistake. However, it is also the responsibility of engineers to find the best solution for the unavoidable mistakes which is to maintain the capacity of vessel and guarantee the safety for the repair works considering the construction schedules and economic cost. In this paper, it will be introduced the brief of repair works to the structural damage of the moon-pool structure in drillship which is built in our shipyard. For the verification of the structural strength, the fatigue analysis has been carried out based on the guide of Classification society. Furthermore, the modifications of structure design and welding procedure have been applied to avoid the stress concentration in the moon-pool structure.

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자유낙하식 구명정의 가속도 응답 추정을 위한 LS-DYNA 에서의 다중물질 ALE 와 단일물질 ALE의 비교 (Comparisons of Multi Material ALE and Single Material ALE in LS-DYNA for Estimation of Acceleration Response of Free-fall Lifeboat)

  • 배동명;자키
    • 대한조선학회논문집
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    • 제48권6호
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    • pp.552-559
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    • 2011
  • An interest in Arbitrary Lagrangian Eulerian (ALE) finite element methods has been increased due to more accurate responses in Fluid-Structure Interaction(FSI) problems. The multi-material ALE approach was applied to the prediction of the acceleration response of free-fall lifeboat, and its responses were compared to those of the single-material ALE one. It could be found that even though there was no big difference in the simulation responses of two methods, the single-material and multi-material ALE ones, the latter multi-material ALE method showed a little bit more close response to those of experimental results compared to the former single-material ALE one, especially in the x- and z-direction acceleration responses. Through this study, it could be found that several parameters in the ALE algorithms have to be examined more carefully for a good structural safety assessment of FSI problems.

Study on Stiffened-Plate Structure Response in Marine Nuclear Reactor Operation Environment

  • Han Koo Jeong;Soo Hyoung Kim;Seon Pyoung Hwang
    • 한국해양공학회지
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    • 제37권5호
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    • pp.205-214
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    • 2023
  • As the regulations on greenhouse gas emissions at sea become strict, efforts are being made to minimize environmental pollutants emitted from fossil fuels used by ships. Considering the large sizes of ships in conjunction with securing stable supplies of environment-friendly energy, interest in nuclear energy to power ships has been increasing. In this study, the neutron irradiation that occurs during the nuclear reactor operation and its effect on the structural responses of the stiffened-plate structures are investigated. This is done by changing the material properties of DH36 steel according to the research findings on the neutron-irradiated steels and then performing the structural response analyses of the structures using analytical and finite-element numerical solutions. Results reveal the influence of neutron irradiation on the structural responses of the structures. It is shown that both the strength and stiffness of the structures are affected by the neutron-irradiation phenomenon as their maximum flexural stress and deflection are increased with the increase in the amount of neutron irradiation. This implies that strength and stiffness need to be considered in the design of ships equipped with marine nuclear reactors.

Optimization sensor placement of marine platforms using modified ECOMAC approach

  • Vosoughifar, Hamidreza;Yaghoubi, Ali;Khorani, Milad;Biranvand, Pooya;Hosseininejad, Seyedehzeinab
    • Earthquakes and Structures
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    • 제21권6호
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    • pp.587-599
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    • 2021
  • The modified-ECOMAC approach to monitor and investigate health of structure in marine platforms was evaluated in this research. The material properties of structure were defined based on the real platform located in Persian Gulf. The nonlinear time-history analyses were undertaken using the marine natural waves. The modified-ECOMAC approach was designed to act as the solution of the best sensor placement according to structural dynamic behavior of structure. This novel method uses nonlinear time-history analysis results as an exact seismic response despite the common COMAC algorithms utilize the eigenvalue responses. The processes of modified-ECOMAC criteria were designed and developed by author of this paper as a toolbox of Matlab. The Results show that utilizing an efficient ECOMAC method in SHM process leads to detecting the critical weak points of sensitive marine platforms to make better decision about them. The statistical results indicate that considering modified ECOMAC based on seismic waves analysis has an acceptable accuracy on identify the sensor location. The average of statistical comparison of COMAC and ECOMAC via modal and integrated analysis, had a high MAE of 0.052 and RSME of 0.057 and small R2 of 0.504, so there is significant difference between them.

고내구성 재료를 사용한 해양 콘크리트 부재의 휨 거동 특성 (Characteristics of Flexural Behaviors for Marine Concrete Members Using High-Durable Materials)

  • 양은익;김명유;박해균;이동근
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권6호
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    • pp.249-256
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    • 2008
  • 해양콘크리트 구조물의 내구성은 염분의 침투와 확산에 의해 심하게 저하한다. 이로 인해 많은 연구자들이 해양구조물에 대한 내구성을 향상시키기 위한 연구를 수행하여 왔다. 이 연구에서는 광물질 혼화재, 코팅철근, 부식억제제를 사용한 휨 부재에 대하여 4점 휨 시험을 수행함으로써 휨 거동을 비교 평가하고 해양구조물로의 적용성을 검토하였다. 결과에 따르면, 광물질 혼화재와 부식억제제는 초기균열 안전성과 휨 저항에 효율적인 것으로 나타났다. 내구성 재료를 사용하여도 동일 휨 모멘트 구간에서의 인장철근 응력 변화는 적고 부재도 안정된 거동을 보인다. 또한, 내구성 재료를 사용한 부재의 균열간격도 크지 않게 나타났다.

콘크리트용 코팅재의 구열추종성과 그 적용에 의한 해양콘크리트 구조의 피로수명 증가 (Crack obeying ability of coating material and Increasing in fatigue life of coated marine concrete)

  • 사림신장;정상정일;권혁문;송하행의;태야지사
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1992년도 가을 학술발표회 논문집
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    • pp.131-134
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    • 1992
  • This paper deals with the obeying ability to the crack of waterproof membrane (produced from polybutadiene- or epoxy type resine) under static and repetitive loading, and an increase in fatigue life of marine concrete structure by applying the waterproof membrane. From experimental results, it is cleared that the obeying ability for crack under repetitive loading is smaller than that under static loading. With regard to fatigue life, the use of membrane possessed large obeying performance under repetitive loading results in significantly increase in fatigue life of marine concrete structure

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유체-구조 연성 문제의 형상 최적설계 (Shape Design Optimization of Fluid-Structure Interaction Problems)

  • 하윤도;김민근;조현규;조선호
    • 대한조선학회논문집
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    • 제44권2호
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    • pp.130-138
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    • 2007
  • A coupled variational equation for fluid-structure interaction (FSI) problems is derived from a steady state Navier-Stokes equation for incompressible Newtonian fluid and an equilibrium equation for geometrically nonlinear structures. For a fully coupled FSI formulation, between fluid and structures, a traction continuity condition is considered at interfaces where a no-slip condition is imposed. Under total Lagrange formulation in the structural domain, finite rotations are well described by using the second Piola-Kirchhoff stress and Green-Lagrange strain tensors. An adjoint shape design sensitivity analysis (DSA) method based on material derivative approach is applied to the FSI problem to develop a shape design optimization method. Demonstrating some numerical examples, the accuracy and efficiency of the developed DSA method is verified in comparison with finite difference sensitivity. Also, for the FSI problems, a shape design optimization is performed to obtain a maximal stiffness structure satisfying an allowable volume constraint.

수중 구조물 검사를 위한 ROV 시스템 설계 연구 (A Basic Study of ROV System Design for Underwater Structure Inspection)

  • 류제두;남건석;하경남
    • 한국산업융합학회 논문집
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    • 제23권3호
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    • pp.463-471
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    • 2020
  • Recently, various tries to apply ROV (Remotely Operated Vehicle) into underwater are being developed. However, due to underwater environment uniqueness, the additional problem must be taken into account when designing an ROV for the inspection of the underwater structure. This is because a GPS-based information method cannot be applied, and the obtainable image is also dependent on the turbidity. Also, it is necessary to be able to satisfy waterproof and operating speeds in consideration of most practical application environments. This paper describes the design results of the ROV system for underwater structure inspection considering the above problems. The designed system applied INS / DVL for location recognition and was configured to support 3D mapping and stereo camera-based image information using sonar depending on visibility. To satisfy the waterproof, a pressure vessel using a composite material was applied. And over-actuated system using eight thrusters to maintain a stable posture and operating speed was applied also. The designed system was verified by structural analysis and flow analysis also.

고유동의 내해수성 콘크리트에 관한 연구 (A Study on Durable Concrete for Marine Environment with Flowing Property)

  • 최광일;박춘근;하재담;정해문;강민호;김종우
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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    • pp.292-297
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    • 1997
  • Concrete structure which placed aggressive marine environment must have proper durablity. Portland cement type V has been used for this purpose. However, besides this, flowability was required in specific part. (highly congested reinforced part, hard to vibrating part, etc.) For this purpose concrete mixtures were made with potland type V and specific amount of pozzolan material and tested structural properties including flowabilily and durability.

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복합재료를 적용한 1MW급 조류 발전 터빈 블레이드의 설계와 구조 안전성 평가 (Design and Structural Safety Evaluation of 1MW Class Tidal Current Turbine Blade applied Composite Materials)

  • 정해창;최민선;양창조
    • 해양환경안전학회지
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    • 제28권7호
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    • pp.1222-1230
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    • 2022
  • 로터 블레이드는 조류발전 터빈의 매우 중요한 구성 요소로서, 해수의 높은 밀도로 인해 큰 추력(Trust force)와 하중(Load)의 영향을 받는다. 따라서 블레이드의 형상 및 구조 설계를 통한 성능과 복합소재를 적용한 블레이드의 구조적 안전성을 반드시 확보해야 한다. 본 연구에서는 블레이드 설계 기법인 BEM(Blade Element Momentum) 이론을 이용해 1MW급 대형 터빈 블레이드를 설계하였으며, 터빈 블레이드의 재료는 강화섬유 중의 하나인 GFRP(Glass Fiber Reinforced Plastics)를 기본으로 CFRP(Carbon Fiber Reinforced Plastics)를 샌드위치 구조에 적용해 블레이드 단면을 적층(Lay-up)하였다. 또한 유동의 변화에 따른 구조적 안전성을 평가하기 위해 유체-구조 연성해석(Fluid-Structure Interactive Analysis, FSI) 기법을 이용한 선형적 탄성범위 안의 정적 하중해석을 수행하였으며, 블레이드의 팁 변형량, 변형률, 파손지수를 분석해 구조적 안전성을 평가하였다. 결과적으로, CFRP가 적용된 Model-B의 경우 팁 변형량과 블레이드의 중량을 감소시켰으며, 파손지수 IRF(Inverse Reserce Factor)가 Model-A의 3.0*Vr를 제외한 모든 하중 영역에서 1.0 이하를 지시해 안전성을 확보할 수 있었다. 향후 블레이드의 재료변경과 적층 패턴의 재설계뿐 아니라 다양한 파손이론을 적용해 구조건전성을 평가할 예정이다.