Page 181 - Introduction to Naval Architecture
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STRENGTH                          167

        connected at that node. This condition and the boundary conditions
        enable the nodal forces to be calculated. The strains involved in the
        displacements lead to a pattern of stress distribution in the beam. The
        finer the mesh the more accurately the stress pattern will be
        represented. In a more complex structure such as that shown in Figure
        7.21, elements of different shape and size can be used. Smaller
        elements would be used where it was suspected that the stresses would
        be highest and more variable.
          The starting point in a comprehensive structural design approach
        would be a finite element analysis of the complete hull using a relatively
        coarse mesh. The data from this global analysis would then be used to
        define the boundary conditions for more limited areas which would be
        studied using a finer mesh.

         Corrosion protection

        The surface of all metalwork, inside and outside the ship, needs to
        be protected against the corrosive effects of the sea environment and
        of some of the cargoes carried. Most failures of marine structures are
        due to a combination of corrosion and fatigue. Both can be described
        as cumulative damage mechanisms. High tensile steels are as liable to
         corrosion as mild steel. Hence when they are used to produce a
        lighter weight structure, corrosion can assume even greater
        significance.

         Types of corrosion
        These can be classified as:

           (1) General corrosion. This occurs relatively uniformly over the
               surface and takes place at a predictable rate.
           (2) Pitting. Localized corrosion can occur under surface deposits
              and in crevices. Pits can act as stress raisers and initiate fatigue
              cracks, but the main concern with modern shipbuilding steels is
               penetration and subsequent pollution.
           (3) Differential aeration. Debris and fouling on a surface can lead to
               different concentrations of oxygen which trigger local
               corrosion.
           (4) Galvanic action. Sea water acts as an electrolyte so that electro-
              chemical corrosion can occur. This may be between different
              steels or even between the same steel when subject to different
              amounts of working or when a partial oxide film is present. In
               the 'cell' that is created it is the anodic area that is eaten away. A
               few average values of electrical potential for different metals in
               sea water of 3.5 per cent salinity and 25°C are listed in Table 7.5.
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