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A Solution to the Inherent List on Nimitz Class Aircraft Carriers

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2.4 Structural Analysis<br />

One tank <strong>on</strong> each deck was chosen for structural analysis due <str<strong>on</strong>g>to</str<strong>on</strong>g> <str<strong>on</strong>g>the</str<strong>on</strong>g> geometrical<br />

similarities between tanks. Analysis was performed <strong>on</strong> any existing shell and/or deck plating, as<br />

well as all l<strong>on</strong>gitudinal and transverse bulkheads for <str<strong>on</strong>g>the</str<strong>on</strong>g> tank chosen from each deck. The<br />

volume of each tank was obtained from POSSE so that <str<strong>on</strong>g>the</str<strong>on</strong>g> weight of Perma Ballast® required <str<strong>on</strong>g>to</str<strong>on</strong>g><br />

fill <str<strong>on</strong>g>the</str<strong>on</strong>g> entire tank could be calculated in I<str<strong>on</strong>g>to</str<strong>on</strong>g>ns. The density used for all <str<strong>on</strong>g>the</str<strong>on</strong>g> Perma Ballast®<br />

calculati<strong>on</strong>s was 200 Ib/ft^. All structural calculati<strong>on</strong>s are located in Appendix E.<br />

All surface ships shall be designed <str<strong>on</strong>g>to</str<strong>on</strong>g> withstand a number of loading c<strong>on</strong>diti<strong>on</strong>s including<br />

ship moti<strong>on</strong> loads. Ship moti<strong>on</strong> loads are defined by [6] as <str<strong>on</strong>g>the</str<strong>on</strong>g> inertia forces and gravity<br />

comp<strong>on</strong>ents resulting from <str<strong>on</strong>g>the</str<strong>on</strong>g> moti<strong>on</strong> of <str<strong>on</strong>g>the</str<strong>on</strong>g> ship in a seaway. The ship moti<strong>on</strong> fac<str<strong>on</strong>g>to</str<strong>on</strong>g>rs for this<br />

analysis were obtained from Naval Sea Systems Command's Ship Survivability Divisi<strong>on</strong>.<br />

Although <str<strong>on</strong>g>the</str<strong>on</strong>g>se fac<str<strong>on</strong>g>to</str<strong>on</strong>g>rs will vary slightly depending <strong>on</strong> locati<strong>on</strong>, <str<strong>on</strong>g>the</str<strong>on</strong>g>y were assumed <str<strong>on</strong>g>to</str<strong>on</strong>g> be<br />

c<strong>on</strong>stant. They are as follows:<br />

Ship Moti<strong>on</strong> Fac<str<strong>on</strong>g>to</str<strong>on</strong>g>rs:<br />

V:=1.25 Vertical<br />

A := 0.75 Athwartship<br />

F := 0.4 Fore/Aft<br />

Once <str<strong>on</strong>g>the</str<strong>on</strong>g> ship moti<strong>on</strong> fac<str<strong>on</strong>g>to</str<strong>on</strong>g>rs were applied <str<strong>on</strong>g>to</str<strong>on</strong>g> each directi<strong>on</strong> respectively, <str<strong>on</strong>g>the</str<strong>on</strong>g> <str<strong>on</strong>g>to</str<strong>on</strong>g>tal normal<br />

force could be calculated. The force affecting <str<strong>on</strong>g>the</str<strong>on</strong>g> structural analysis was dependent <strong>on</strong> <str<strong>on</strong>g>the</str<strong>on</strong>g><br />

locati<strong>on</strong> of <str<strong>on</strong>g>the</str<strong>on</strong>g> deck or bulkhead being analyzed. For example, <str<strong>on</strong>g>the</str<strong>on</strong>g> <str<strong>on</strong>g>to</str<strong>on</strong>g>tal force acting <strong>on</strong> <str<strong>on</strong>g>the</str<strong>on</strong>g> 2"<br />

deck's sp<strong>on</strong>s<strong>on</strong> shell plating had <str<strong>on</strong>g>to</str<strong>on</strong>g> be resolved from both a vertical and athwartship force. The<br />

resulting pressure, or equivalent head, <strong>on</strong> <str<strong>on</strong>g>the</str<strong>on</strong>g> plating was <str<strong>on</strong>g>the</str<strong>on</strong>g>n found using this resolved normal<br />

force. Each tank was based <strong>on</strong> a 95% usable volume <str<strong>on</strong>g>to</str<strong>on</strong>g> account for structural internals or<br />

utilities running through <str<strong>on</strong>g>the</str<strong>on</strong>g> space.<br />

35

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