Page 144 - Marine Structural Design
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120                                              Part I Structural Design Principles


                The hull girder strength should be evaluated to withstand relevant combinations of still water
                and wave  induced bending moments  and  shear forces. The extreme hogging and  sagging
                conditions are considered in the analysis. The appropriate site-specific environmental data
                should be applied in the analysis.
                Transverse strength refers to the hull's ability to resist lateral pressure and racking actions in
                combination  with  longitudinal  action  effects.  This  resistance  is  provided  by  means  of
                transverse  bulkheads,  web  frames,  girders,  and  stringers.  Transverse  strength  should  be
                evaluated using a finite element model of a specific portion of the hull, and the effects of deck
                equipment actions should be included.
                Usually buckling and ultimate strength for plated members and stiffeners are checked based on
                NTS  (1998) or  API  2V  or  classification Rules.  Typical  criteria  for plated  members  and
                stiffeners are discussed in Chapter 10. The strength checks are camed out for main structures,
                secondary structures and structures supporting hull appendages.
                In some cases, the FPSO hull is also designed for collision, such that the collision with supply
                vessels  and  shuttle  tankers  does  not  cause  penetration  of  the  side  or  inner  longitudinal
                bulkhead. Impacts from the bow, stem and side of the supply vessels and shuttle tankers are
                considered. Fire fighting, explosion protection and  heat  protection are designed based  risk
                assessment, see PART V.
                ABS  (2001) gives guidance on  SafeHull-Dynamic Loading Approach  (DLA)  for Floating
                Production Storage and Offloading Systems (FPSO). The DLA approach provides enhanced
                structural analysis to  assess the  capabilities and  sufficiency of  a  structural design. A pre-
                condition  to  use  DLA  is  that  the  initial  scantling  for  hull  structures  is  based  on  Rule
                requirements. The results of a DLA analysis may not be used to reduce the dimension of the
                hull  structures. However,  if  an  increase of basic  scantling is  identified through  the  DLA
                analysis; such an  increase is to be accomplished to meet the DLA requirement. The DLA
                analysis procedure consists of the following  (ABS, 2001):
                   Create sea-keeping analysis models,
                   Assemble hull loading scenarios & create still-water load file,
                   Obtain & veri@ environmental data,
                   Conduct analysis of ship motions and predict wave-induced loads & extreme value for
                   each  DLP  (Dominant  Load  Parameters, such  as  vertical hull  girder bending moment
                   amidships),
                   Derive equivalent wave for each DLP,
                   Establish wave-induced load effects,
                   Create structural analysis for the defined load cases,
                   Conduct global and local structural analysis,
                   Check structural analysis results against acceptance criteria.
                The benefits from conducting a finite element analysis like DLA  analysis is the increased
                safety (by increasing scantling in the  weak  areas), reducing possible  future  renewals  and
                providing  structural  models  that  may  be  used  immediately in  the  events  of  emergency
                situations.
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