Page 430 - Marine Structural Design
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406                                                  Part Ill Fatigue and Fracture


                    Review  of  grinding, re-melting  and  peening  techniques indicate  substantial scatter of
                    fatigue strength improvements.  Typically,  the best  fatigue strength improvements are
                    achieved when using TIG dressing and hammer peening. Toe disc grinding is the  least
                    effective technique.

                 22.4  Damage Tolerance Criteria

                 22.4.1  General
                 Marine structures are subjected to various sources of cyclic loading that may cause fatigue
                 cracks to propagate at welded details. The propagation of these cracks may eventually threaten
                 the structural strength and stability. Therefore, severe fabrication flaws and cracks detected in
                 service are to  be  repaired. Similarly corrosion defects and  dent damages also need  to be
                 inspected and repaired. In order to optimize the life-cycle inspection and maintenance costs,
                 there is a need for a rational criterion to determine the acceptability of damages.
                 Damage tolerance is the ability of structure to sustain anticipated loads in the presence of
                 fatigue cracks, corrosion defects, or damages induced by accidental loads until such damage is
                 detected  through  inspection or  malfunctions and  repaired.  In  this  Section, focus  will  be
                 devoted to  fatigue cracks.  A  damage tolerance analysis  for  fatigue  cracks makes  use  of
                 fracture mechanics to quantitatively assess the residual strength and residual life of a cracked
                 weld detail.
                 Yee et a1  (1 997) and  Reemsnyder (1 998) presented detailed guidance on the application of
                 damage tolerance analysis to marine structures. The damage tolerance analysis consists of the
                 following essential elements:
                    the use of Failure Assessment Diagrams to assess the local residual strength of a cracked
                    structural detail,
                    the use of linear elastic fracture mechanics models for fatigue crack growth to predict the
                    residual life of a cracked structural member,
                    the estimation of peak stress and cyclic loads over the assessment interval of interest, and
                    the inspection to detect damages and its accuracy.
                 Some of the above items will be discussed in the following sub-sections.
                 22.4.2  Residual Strength Assessment Using Failure Assessment Diagram
                 The failure assessment diagram (FAD) may be used to predict residual strength of a cracked
                 member for a given set of fracture toughness and defect size, see Part 111 Section 21.1.2.  If the
                 peak  stress exceeds the  residual strength derived through FAD, failure may occur. For the
                 accurate prediction of residual strength, it is important to properly
                    assess  the  maximum  defect  size,  considering damage detachability for  the  inspection
                    prograams,
                    determine the material toughness and the appliedhesidual stresses
                    select an appropriate failure assessment diagram and define its net-section stress and stress
                    intensity factor
                 While the residual strength represents the “capacity” of the damaged member, the “load” is the
                 peak stress that may be applied to the cracked member over the assessment interval of interest.
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