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             directly with an automatic search for optimum sizing (scantling). Design variables (plate thickness,
             stiffener dimensions and their spacing) are freely selected by the user.

             LBR-5 (Figure 1)  is  composed  of  3
             basic modules (OPTI, CONSTRAINT
             and  COST).  The  user  selects  the
             relevant constraints (geometrical  and
             structural  constraints)  in  external
             databases. Standard constraint sets are
             also proposed to users.

             This  paper  describes  briefly  the
             rational  optimization  procedure,  the
             innovative concept and methodology,
             and the way they are implemented. It
             focuses  on  the  “Module-Oriented
             Optimization”  concept  and  on  the
             CONSTRAINT  module.  The  LBR-         Figure 1 : LBR-5 flow chart including some
             5’s  major  uniqueness  is  how  the
             different modules interact.         available sub-modules (constraints and cost data).

             A  detailed  application  on  the   Selection and initialisation of design variables (XI)   e
             optimization  of  a  floating  storage   and lower-uppa bounds (Xmm 5 XI 5 Xmax).
             offloading  unit  (FSO)  and  the   CONSTRAINT MODULE
             relevant   information   on   the   Geomebical mnrtraints (C(xi)) and sensitivities (X/&i).
             mathematical  algorithm of the OPTI   Structural  Constraints  related  to the  global  srmchlre
             module are available in Rig0 (2001 .b).   and sensitivity analysis (stress, displ .cement$... )
             Detailed  information  on  the  COST
             module is available in Rig0 (2001.c).        Computation of deformations,

             As  its  advantages appear mainly  at
             this level, application fields of LBR-5
             include hydraulic structures and naval   Other Structural Constraints and Sensitivities.
             structures   and   concern   the      - Plate        1
             preliminary design stage. It is indeed   - Stiffeners   I   Buckling ...
             during the  first stages of the  project   -Stiffened Plates   J  1   Ultimate Strength ...
             that  flexibility, modelling speed and   - Box/Hull Girder
             ease of use  provide precious help to
             designers.  At  this  momentfew                , , ,,  -   --.   ,
             parmetersldimensions  have  been
             definitively  fixed  and  a  coarse   OPTI-MODULE
                                                 Research of the Optimum qGb
             modelling by standard finite elements   Link with data from the CONSTRAINT and COST modules.
             is  often  unusable.  For  ships,  the                          New  XI
             application  domain  is  clearly  the   Updating the Design (dimensions) with  new values for the
             ship’s  central  part  (cylindrical  and   design variables provided by CONLRJ
             prismatic  zone  of  cargo  ships,
             passenger vessels, etc.).  This zone is
             the  most  important in  length  for the     OPTIMUM SOLUTION
             big floating units.
                                                    Figure 2: Chart of the LBR-5 model with
                                                    CONSTRAINT. COST and OPT1 modules.
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