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Design Report Guided Missile Submarine SSG(X) - AOE - Virginia ...

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<strong>SSG</strong>(X) <strong>Design</strong> – VT Team 3 Page 65<br />

Figure 54 - Pressure Hull Model in MAESTRO<br />

Once the geometry and composition of the structure is determined using the optimized results from<br />

ModelCenter, the loads are placed on the structure. The MAESTRO Solver analyzes the structure to determine<br />

adequacy. If inadequate structure is found, the structural model is modified by adjusting the plating thickness or<br />

frame scantlings. The iterative process of defining the structure, determining structural adequacy, and adjusting the<br />

scantlings is outlined in Figure 55.<br />

Geometry<br />

Components /<br />

Materials<br />

Loads<br />

Stresses<br />

4.4.1 Geometry, Components and Materials<br />

Scantling Iteration<br />

Modes of<br />

Failure<br />

Figure 55 - Iterative Structural <strong>Design</strong> Process in MAESTRO<br />

Strength<br />

In the case of a non-nuclear submarine which has more outboard volume, external frames allow more<br />

arrangeable area within the pressure hull. These external frames can run through tanks which are enclosed by<br />

transverse outboard bulkheads; however, along the portion of the pressure hull which has outboard cylindrical<br />

hydride tanks, internal frames must be employed.<br />

It is desirable to isolate portions of the submarine which contain potential flood or fire hazards. The machinery<br />

room is considered both a fire and flood hazard; therefore, a watertight bulkhead forward is placed forward of the<br />

machinery room. The torpedo room is also considered a potential flood hazard; therefore, a watertight bulkhead is<br />

placed aft of the torpedo room. A general structural rule for bulkhead placements suggests a bulkhead or king frame

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