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
equires consideration of various collision angles <strong>and</strong>struck ship speed. Consideration of strik<strong>in</strong>g bowdeformation is a relatively new addition to thecollision models. Further application <strong>and</strong> validationof bow models <strong>and</strong> their coupl<strong>in</strong>g to struck shipmodels is required. Most of the researchers are us<strong>in</strong>gf<strong>in</strong>ite element analysis as part of simplified modelvalidation. Only a prelim<strong>in</strong>ary attempt atprobabilistic analysis us<strong>in</strong>g SIMCOL was completed.Additional analysis is <strong>in</strong> progress.• Data for model validation <strong>and</strong> scenario def<strong>in</strong>ition isvery limited. A proposed data requirement isspecified <strong>in</strong> this paper. The search for data to fill therequirement goes on with the support of the USCG,SSC <strong>and</strong> SNAME. Fund<strong>in</strong>g <strong>and</strong> significant IMO<strong>and</strong> class society support may ultimately benecessary to fully satisfy this data requirement.• Some progress has been made <strong>in</strong> the def<strong>in</strong>ition ofscenarios <strong>and</strong> conditions for ground<strong>in</strong>g <strong>and</strong> collisionanalyses, but limited data is also hamper<strong>in</strong>g thiseffort. Data describ<strong>in</strong>g the worldwide population ofships that might be <strong>in</strong>volved <strong>in</strong> collisions is available,but s<strong>in</strong>ce specific struck ships trade <strong>in</strong> specific portson specific routes, it is expected that they willencounter a related subset or distribution of otherships (strik<strong>in</strong>g ships). Sufficient data has not beenobta<strong>in</strong>ed to quantify or assess this hypothesis. Moredata is also required for collision angle, strikelocation, ground<strong>in</strong>g <strong>and</strong> collision ship speeds <strong>and</strong>ground<strong>in</strong>g bottom description.• A number of possibilities for design improvement arepresented <strong>in</strong> the paper. As tools, st<strong>and</strong>ard scenarios,methodologies <strong>and</strong> performance criteria are evaluated<strong>and</strong> def<strong>in</strong>ed they must be used to assess <strong>in</strong>novativedesigns, <strong>and</strong> to optimize <strong>and</strong> evaluate conventionaldesigns. Damage models should be applied <strong>in</strong> a totalship design framework to trade-off variations <strong>in</strong>structural design, subdivision <strong>and</strong> systemredundancy.• The application of this work <strong>in</strong> a regulatoryframework requires that a very simplified, preferablyparametric relationship be established betweenstructural design variables <strong>and</strong> probabilistic damage.This work rema<strong>in</strong>s to be done.10 SIGNIFICANCEThis work is not done. Ground<strong>in</strong>g <strong>and</strong> collision modelshave been improved, data requirements have beendef<strong>in</strong>ed, <strong>and</strong> design possibilities for improvedcrashworth<strong>in</strong>ess have been identified, but this work mustbe f<strong>in</strong>ished <strong>and</strong> validated before regulations <strong>and</strong> designscan be improved. This is our ultimate goal. Based on theprogress thus far, the follow<strong>in</strong>g important areas of workcan proceed <strong>in</strong> parallel with the rema<strong>in</strong><strong>in</strong>g modeldevelopment <strong>and</strong> validation:• Probabilistic analysis• Sensitivity analysis <strong>and</strong> the development ofparametric equations relat<strong>in</strong>g damage extent tostructural design variables <strong>in</strong> conventional designs• Modification of the ground<strong>in</strong>g <strong>and</strong> collision modelsto consider unconventional designs11 CONTINUING WORK OF THE PANELIndividual sections of this paper have discussedpossibilities for future work. This panel has been veryactive <strong>and</strong> very productive, but <strong>in</strong> many ways has justscratched the surface. Individual papers will be written <strong>in</strong>most all areas covered by this summary paper.Subsequent work will <strong>in</strong>clude: completion of sufficientground<strong>in</strong>g <strong>and</strong> collision models, validation of the models,specification <strong>and</strong> acceptance of st<strong>and</strong>ard accidentscenarios, <strong>and</strong> ultimately application of models <strong>and</strong>scenarios to improved structural design <strong>in</strong> collision <strong>and</strong>ground<strong>in</strong>g. A two-year cont<strong>in</strong>uation of the panel will beproposed to the T&R Committee. This cont<strong>in</strong>uation will<strong>in</strong>clude a new charter with new objectives <strong>and</strong>deliverables. The Ad Hoc framework has proven veryeffective for mean<strong>in</strong>gful collaboration <strong>and</strong> effort. Thepanel chairman thanks all those who have contributed.12 REFERENCES[1] IMCO, Regulations on Subdivision <strong>and</strong> Stability ofPassenger Ships as Equivalent to Part B of Chapter IIof the International Convention for the Safety Of Life AtSea, IMCO Resolution A.265 (VIII), adopted on 20Nov 1973.[2] Gilbert, R. <strong>and</strong> Card, J.C., "The New InternationalSt<strong>and</strong>ard for Subdivision <strong>and</strong> Damage Stability of DryCargo Ships", Mar<strong>in</strong>e Technology, Vol. 27, No. 2,March 1990, pp. 117-127.[3] “Interim Guidel<strong>in</strong>es for Approval of AlternativeMethods of <strong>Design</strong> <strong>and</strong> Construction of Oil Tankersunder Regulation 13F(5) of Annex I of MARPOL73/78”, Resolution MEPC.66 (37), Adopted September14, 1995.[4] “IMO Comparative Study on Oil Tanker <strong>Design</strong>,”IMO paper MEPC 32/7/15, Annex 5, Distribution ofActual Penetrations <strong>and</strong> Damage Locations AlongShip’s Length for <strong>Collision</strong>s <strong>and</strong> Ground<strong>in</strong>gs.[5] Sirkar, J., et al., “A Framework for Assess<strong>in</strong>g theEnvironmental Performance of Tankers <strong>in</strong> AccidentalGround<strong>in</strong>gs <strong>and</strong> <strong>Collision</strong>s”, 1997 SNAME AnnualMeet<strong>in</strong>g, October 1997.[6] Rawson, C., Crake, K. <strong>and</strong> Brown, A.J., “Assess<strong>in</strong>gthe Environmental Performance of Tankers <strong>in</strong>25