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Structural Design and Response in Collision and Grounding

Structural Design and Response in Collision and Grounding

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• Improved model<strong>in</strong>g of longitud<strong>in</strong>al extent ofdamage <strong>in</strong>clud<strong>in</strong>g the effect of transverse webs<strong>and</strong> transverse bulkheads.• Application <strong>and</strong> comparison of models <strong>in</strong> caseswhere the struck ship has forward speed.• Application of models to other designs <strong>and</strong>assessment of damage length, beam <strong>and</strong> depthscalability with struck ship pr<strong>in</strong>cipalcharacteristics.• Struck ship design-parameter sensitivityanalysis.• Probabilistic analysis us<strong>in</strong>g scenario descriptionsdiscussed <strong>in</strong> the next section of this paper.• Model<strong>in</strong>g <strong>and</strong> application of a deformablestrik<strong>in</strong>g ship bow.6 COLLISION AND GROUNDING DATATwo basic types of data are required to support the goalsof this panel:1. Data for develop<strong>in</strong>g pdfs for ground<strong>in</strong>g <strong>and</strong> collisionscenarios.2. Data for ground<strong>in</strong>g <strong>and</strong> collision model validation,particularly for double hull damage.6.1 COLLISION AND GROUNDING SCENARIOSAs illustrated <strong>in</strong> Figure 2, probabilistic descriptions ofground<strong>in</strong>g <strong>and</strong> collision scenarios are required to developprobabilistic descriptions of ground<strong>in</strong>g <strong>and</strong> collisiondamage.The follow<strong>in</strong>g data are required to def<strong>in</strong>e ground<strong>in</strong>gscenarios:• Bottom or obstacle description• Depth of water• Ground<strong>in</strong>g ship displacement, trim, draft<strong>and</strong> speed• Location of the obstacle relative to the ship'scenterl<strong>in</strong>eA longer list is required for collision:• Strik<strong>in</strong>g ship• Speed• Displacement• Draft• Bow height• Bow shape• <strong>Collision</strong> angle• Strike location• Struck ship• Speed• DisplacementThe pdfs for these variables are not <strong>in</strong>dependent. Possiblerelationships for the collision variables are illustrated <strong>in</strong>Figure 28. Given the struck ship design <strong>and</strong> requirement:1. S<strong>in</strong>ce specific struck ships trade <strong>in</strong> specific ports onspecific routes, it is expected that they will encountera related subset or distribution of other ships (strik<strong>in</strong>gships) that may not be a distribution represent<strong>in</strong>g allships <strong>in</strong> worldwide trade.2. A specific struck ship with known designcharacteristics <strong>in</strong> a specific trade will also haverelated distributions for draft, trim <strong>and</strong> speed. Note:this speed is the speed at the moment of the collision,<strong>and</strong> not necessarily operat<strong>in</strong>g speed.3. Given a specific type <strong>and</strong> tonnage of strik<strong>in</strong>g ship, itsother characteristics will also be related <strong>in</strong>clud<strong>in</strong>gdisplacement/mass, bow half entrance angle, bowheight, draft, bow stiffness or structural design <strong>and</strong>speed. Aga<strong>in</strong>, this is speed at the moment ofcollision, not operat<strong>in</strong>g speed.4. When two ships are maneuver<strong>in</strong>g to avoid a collision(<strong>in</strong>-extremis), the result<strong>in</strong>g collision angle <strong>and</strong> strikelocation are expected to be related.<strong>Collision</strong> AngleStruck Ship<strong>Design</strong>241Struck ShipSpeedStruck ShipTrimStruck ShipDraftStrike LocationStrik<strong>in</strong>g ShipTypeStrik<strong>in</strong>g ShipDwt3Strik<strong>in</strong>g ShipBow HEAStrik<strong>in</strong>g ShipBow HeightStrik<strong>in</strong>g ShipBow StiffnessStrik<strong>in</strong>g ShipLBP, B, DStrik<strong>in</strong>g ShipDisplacement,Mass,Draft,TrimStrik<strong>in</strong>g ShipSpeedFigure 28. <strong>Collision</strong> Scenario Variable RelationshipsThe data necessary to establish these relationships is verylimited. Collection <strong>and</strong> analysis of this data is ongo<strong>in</strong>g.15

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