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Structural Design and Response in Collision and Grounding

Structural Design and Response in Collision and Grounding

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Figure 42 - Load versus lateral <strong>in</strong>dentation for 280000dwt tanker double bottom [42]Figure 43 - Bottom rak<strong>in</strong>g due to ground<strong>in</strong>g8.4.2 ApplicationIn resist<strong>in</strong>g both ground<strong>in</strong>g <strong>and</strong> rak<strong>in</strong>g damage, it is clearthat the bottom shell <strong>and</strong> the <strong>in</strong>ternal grid of thetransverse floors, longitud<strong>in</strong>al girders <strong>and</strong> bulkheads iscritical.In the case of rak<strong>in</strong>g damage, the longitud<strong>in</strong>alstiffness of floors <strong>and</strong> their ability to absorb energy <strong>in</strong>distortion are more critical than their support of the shell.As <strong>in</strong> this case the distort<strong>in</strong>g force is applied <strong>in</strong> theweakest direction of the floor, the situation is furthercomplicated. Clearly, the more floors <strong>and</strong> the smaller thespans between their longitud<strong>in</strong>ally resistive structure, thebetter. On the other h<strong>and</strong>, this arrangement will serve tolimit the lateral deflection <strong>and</strong> therefore, the energyabsorption <strong>in</strong> a str<strong>and</strong><strong>in</strong>g. Other ideas have <strong>in</strong>cluded:• Increase the scantl<strong>in</strong>gs of the lower one-third part ofthe hull.• Slope the <strong>in</strong>ner bottom, higher at the collisionbulkhead <strong>and</strong> lower<strong>in</strong>g to the regulatory requirementat the end of the first cargo tank.• Preclude web frame <strong>and</strong> bulkhead damagepropagation through the <strong>in</strong>ner bottom by <strong>in</strong>troduc<strong>in</strong>ga discont<strong>in</strong>uity <strong>in</strong> the rigidity between the two. Abulkhead stool would be an example.9 CONCLUSIONSFigure 44 - Rak<strong>in</strong>g force versus penetration length byexperiments [41]The almost two-year effort of the panel has achieved orpartially achieved many of the orig<strong>in</strong>al objectives stated<strong>in</strong> the <strong>in</strong>troduction to this paper:• Simplified ground<strong>in</strong>g models have been <strong>in</strong>vestigated,compared <strong>and</strong> assessed. DAMAGE 4.0 is shown tobe an excellent tool for comparative analysis ofground<strong>in</strong>g damage, <strong>and</strong> based on limited validation,provides good results for cases with similar idealizedrock geometry. More validation is required.Limitations <strong>in</strong>clude the ability to consider onlyconventional ship geometries <strong>and</strong> an idealizedp<strong>in</strong>nacle geometry. Ground<strong>in</strong>g on other rockgeometries, reefs, etc., cannot be analyzed us<strong>in</strong>gDAMAGE, but should be considered <strong>in</strong> the future asan important part of a complete probabilistic analysis.Only a prelim<strong>in</strong>ary attempt at probabilistic analysisus<strong>in</strong>g DAMAGE was completed.• Four simplified collision models have been<strong>in</strong>vestigated, compared <strong>and</strong> assessed. The modelsprovide similar penetration results for the casesconsidered. Although some limited validation hasbeen accomplished for specific mechanisms used <strong>in</strong>the models, more validation is required. Theprediction of longitud<strong>in</strong>al extent of damage,particularly at transverse bulkheads, rema<strong>in</strong>s largelyunexplored. This is very important for oil outflow<strong>and</strong> damage stability calculations. This prediction24

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