Page 505 - Marine Structural Design
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Part IV

                                                                Structural Reliability



                  Chapter 27  Fatigue Reliability

                 27.1  Introduction

                 In conventional strength assessments, the safety of the marine structure is considered under a
                 static maximum design load.  However, marine structures are to  a  large extent affected by
                 stresses that vary over time. The causes of these stresses are the forces generated by a seaway
                 and the propulsion plant, but also changes in the cargo loading.
                 The failure behavior of a structure subjected to fatigue loading deviates markedly from that of
                 a structure subjected only to  static loading. Static loading can give rise to various forms of
                 failure such  as  yielding, instability or brittle  fracture. Such  failure occurs  under  a  single
                 extreme load. The damage caused by fatigue loading can be outlined as follows: In the crack
                 initiation phase,  microscopic fatigue cracks are formed as the result of  an  accumulation of
                 alternating plastic deformations. Here local structural changes, precipitation, microstructure
                 changes, etc. can occur. In the further course of the damage, the fatigue crack develops out of
                 one or more microcracks running along slip bands.
                 Fatigue is a typical failure mode for in-service structures.  Proper prediction of the  fatigue
                 behavior is  of vital importance to maintain a  sufficient level  of reliability and  integrity in
                 structures.
                 High cycle fatigue is a governing design criterion for certain welded components in marine
                 structures with large dynamic loading, high stress concentration and high stress level due to
                 use of high strength steel, notably braces and brace to deck connections. Fatigue may be of
                 concern  for  the  primary  strength  of  ships.  However,  most  fatigue  cracks  have  been
                 experienced in secondary members, such as transverse fi-ames, especially in joints between
                 longitudinal stiffeners and frames.
                 A  large  uncertainty  is  introduced  in  fatigue  assessment due  to  various  assumptions  and
                 hypotheses.  Additional uncertainties are due to  the  lack of the  data and  inherent random
                 nature exists in the analysis. This necessitates the use of statistical and reliability approaches.
                 The hndamentals of fatigue strength assessment for ships and other marine structures are
                 explained, e.g. Part 4 of this book, Almar-Naess (1985), Rice et a1 (1988), Maddox (1991),
                 among others.


                 27.2  Uncertainty io Fatigue Stress Model
                 27.2.1  Stress Modeling
                 The process of computing stresses in a component includes the following steps:
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