• Title/Summary/Keyword: Container carrier breakwater

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Strength Assessment for Fore-Body Breakwater Structure of Postpanamax Class 6,200 Teu Container Carrier (POST PANAMAX급 6,200 TEU CONTAINER선박의 선수부 BREAKWATER 구조 강도 평가)

  • Kim, Young-Nam;Kim, Gyeong-Rae;Yoo, Jong-Keon
    • Special Issue of the Society of Naval Architects of Korea
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    • 2006.09a
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    • pp.97-105
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    • 2006
  • Until now, we are designing the breakwater of container vessel as cantilever structure ypically. Recently, we have designed "side shell touch type breakwater" for the first time to 6,200TEU Class Container Carrier registered on Lloyd Classification. The Lloyd Rule does not provide requirements for breakwater scantling but only recommend breakwater wave load and Lloyd Class requests for submitting the calculation results. At early design step, we had reviewed the breakwater structure through the calculation of simple beam theory with wave load recommended by Lloyd and referring to already built same size of container vessel. At the same time we had carried out F.E.M analysis of breakwater structure and had updated design, so we could verify the strength of side shell touch type breakwater at final step.

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Numerical Computations of Impact Forces Acting on Breakwater Plate of Bow Deck of Container Carrier (전산유체역학을 이용한 컨테이너 선수갑판 쇄파판에 작용하는 충격하중 계산)

  • Lee, Seohyun;Lew, Jaemoon
    • Journal of the Society of Naval Architects of Korea
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    • v.52 no.3
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    • pp.198-205
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    • 2015
  • In this study, numerical studies using a Computational Fluid Dynamics(CFD) method were carried out to estimate the green water load acting on the breakwater plate of bow deck of container carrier, KCS. For the green load water load analysis, a full load condition was considered. The relative motions at bow deck were calculated from the seakeepig analysis. Statistical analysis were carried out to estimate the long term response of the relative motions with the North Atlantic wave scatter diagram. The equivalent design wave was determined from the RAO of the relative motions at bow and the long term responses. CFD geometry modeling with three different locations and simulations for the green water loads were carried out in the equivalent design waves. A commercial CFD program, STAR-CCM+ Ver. 8.04, was used and the green water pressures on the breakwater plate were calculated successfully. The CFD analysis for green water loads can be used as a useful design tool for the evaluation of the breakwater plate of the container vessel.

Investigation of Wave Resistance Performance for Ships and Offshore Structures based on Arbitrary Lagrangian Eulerian Method (ALE 기법을 기반 선박 및 해양 구조물의 내파 성능 분석)

  • Lee, Chi-Seung;Kim, Joo-Hyun;Kim, Myung-Hyun;Lee, Jae-Myung
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.553-556
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    • 2011
  • The primary aim of the present study is to propose new design formulae that can be used to evaluate the structural performance of breakwaters installed on container carriers under green water impact loads. A series of numerical analyses for green water impact loads inducing breakwater collapse have been carried out. The well-known fluid-structure interaction analysis technique has been adopted realistically to consider the phenomenon of green water impact loads. The structural behavior of these breakwaters under green water impact loads has also been carried out simultaneously throughout the transient analysis. A verification study of the numerical results was performed using the actual collapse incidents of breakwaters on container carriers. It would be expected that the proposed design formulae, based on the obtained insights, could be used as practical guidelines for the design of breakwaters on container carriers.

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Investigation of structural responses of breakwaters for green water based on fluid-structure interaction analysis

  • Lee, Chi-Seung;Heo, Haeng-Sung;Kim, Young-Nam;Kim, Myung-Hyun;Kim, Sang-Hyun;Lee, Jae-Myung
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.4 no.2
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    • pp.83-95
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    • 2012
  • In the present study, the structural response of breakwaters installed on container carriers against green water impact loads was numerically investigated on the basis of the fluid-structure interaction analysis. A series of numerical studies is carried out to induce breakwater collapse under such conditions, whereby a widely accepted fluid-structure interaction analysis technique is adopted to realistically consider the phenomenon of green water impact loads. In addition, the structural behaviour of these breakwaters under green water impact loads is investigated simultaneously throughout the transient analysis. A verification study of the numerical results is performed using data from actual collapse incidents of breakwaters on container carriers. On the basis of the results of a series of numerical analyses, the pressure distribution of green water was accurately predicted with respect to wave mass and velocity. It is expected that the proposed analytical methodology and predicted pressure distribution could be used as a practical guideline for the design of breakwaters on container carriers.