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Chapter 4 Scantling of Ship’s Hulk by Rules                            75

                      The material behaves elastically.
                      Shear effects can be separated hm, and not influence bending stresses or strains.
                   The derivation of the equations for stress and deflection using the same assumptions as those
                  used for elementary beam theory may be found in textbooks on material strength.
                  This gives the following well-known formula:




                  Where SM, is the section modulus of the ship. The maximum stress obtained from Eq. (4.4) is
                  compared  to  the  maximum  allowable  stress  that  is  defined  in  the  rules  provided  by
                  Classification Societies for ship design. If the maximum stress is larger than the maximum
                  allowable stress, the ship’s section modulus should be increased, and  the drawing changed.
                  The maximum bending moment is usually found in the mid-section of the ship, and thus the
                  longitudinal strength at the mid-section of the ship is usually the most critical.
                  In general, the maximum shear stress is given by Eq. (4.5):



                  where FT, is the total shear force. t and I denote the web thickness of the hull girder, and the
                  moment of inertia of the hull. S is the first moment of effective longitudinal area above or
                  below the horizontal neutral axis, taken about this axis.
                  4.2.3   Corrosion Allowance

                  The  strength requirements in  ship  design rules  are based  on  a  “net”  ship approach. The
                  nominal design corrosion allowance is to be accounted for, because the scantlings correspond
                  to the minimum strength requirements acceptable for classification regardless of the vessel’s
                  design service life. Apart  from coating protection for all ballast tanks,  minimum corrosion
                  allowance for plating and structural members is to be applied, as shown in Figure 4.5.
                  For  regions of  structural members, where the  corrosion rates  might  be  higher,  additional
                  design margins should be considered for primary and critical structural members. This may
                  minimize repairs and maintenance costs throughout vessel’s life cycle.
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