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Principles of naval engineering - Historic Naval Ships Association

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Chapter 2-SHIP DESIGN AND CONSTRUCTIONBASIC SHIP STRUCTUREIn considering the structure <strong>of</strong> a ship, itis common practice to liken the ship to a boxgirder. Like a box girder, a ship may be subjectedto tremendous stresses. The magnitude<strong>of</strong> stress is usually expressed in pounds persquare inch (psi).When a pull is exerted on each end <strong>of</strong> a bar,as in part A <strong>of</strong> figure 2-2, the bar is under thetype <strong>of</strong> stress called tension . When a pressureis exerted on each end <strong>of</strong> a bar, as in partB <strong>of</strong> figure 2-2, the bar is under the type <strong>of</strong>stress called compression. If an equal butopposite pull is exerted on the upper and lowerbars, as shown in part C <strong>of</strong> figure 2-2, thepins connecting these bars are subjected to astress at right angles to their length. Thisstress is called shear. When a shaft, bar, orother material is subjected to a twisting motion,the resulting stress is known as torsionalstress . Torsional stress is not illustrated infigure 2-2.When a material is compressed, it is shortened.When it is subjected to tension, it islengthened. This change in shape is called strain .The change <strong>of</strong> shape (strain) may be regardedas an effect <strong>of</strong> stress.If a simple beam is supported at its twoends and various vertical loads are appliedover the center <strong>of</strong> the span, the beam willbend (fig. 2-3). As the beam bends, the uppersection <strong>of</strong> the beam compresses and the lowerpart stretches. Somewhere between the top andbottom <strong>of</strong> the beam, there is a section whichis neither in compression nor in tension; thisis known as the neutral axis . The greateststresses in tension and compression occurnear the middle <strong>of</strong> the length <strong>of</strong> the beam,where the loads are applied.LONGITUDINAL BENDING AND STRESSESIn an I-beam, the greater mass <strong>of</strong> structuralmaterial is placed in the upper and lowerflanges to resist compression and tension. Relativelylittle material is placed in the webwhich holds the two flanges so that they canwork together; the web, being near the neutralaxis, is less subject to tension and compressionstresses than are the flanges. The webdoes take care <strong>of</strong> shearing stresses, whichare sizeable near the supports.A ship in a seaway can be considered similarto this I-beam (or, more correctly, it can belikened to a box girder) with supports and distributedloads. The supports are the buoyantforces <strong>of</strong> the waves; the loads are the weight<strong>of</strong> the ship's structure and the weight <strong>of</strong> everythingcontained within the ship.The ship shown in figure 2-4 is supportedby waves, with the bow and stern each ridinga crest and the midship region in the trough.This ship will bend with compression at thetop and tension at the bottom. A ship in thiscondition is said to be sagging . In a saggingship, the weather deck tends to buckle undercompressive stress and the bottom plating tendsto stretch under tensile stress. A sagging shipis undergoing longitudinal bending—that is, itis bending in a fore-and-aft direction.When the ship advances half a wave length,so that the crest is amidships and the bow andstern are over troughs, as shown in figure 2-5,OAO LOAD LOAD NEUTRAL ^^^^^If ^ f ''r^^ I-BEAM I147.8Figure 2-2.— Stresses in metal: (A) tension;(B) compression; (C) shear.Figure 2-3.— I-beam with load placedover center.147.917

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