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        For smaller units (sailboats, small craft, etc.),  the cylindrical zone is smaller, or even non-existent.  In
        this case, the LBR-5  model  can be  used  to perform  transverse  cross-section optimization (midship
        section).
        The module can also be used in the final stage of the project to perform a general verification or to
        refine the scantling. In addition, LBRS can be advantageously used for education and training purposes,
        for  instance  to  support  lectures  on  ‘Ship  Design  Methodology’,  ‘Structure  Analysis’,  ‘Ship
        Optimization’, etc. Many papers and books have been written on design philosophy and methodology,
        both  present  and  future. The  most  well  known methodology  for  the  design  of  naval  and  marine
        structures is the “Design Spiral”. Despite its age, it  is still used. However the current tendency is to
        break  with  this  design  process  and  move  towards  “Concurrent  Engineering”. A  comprehensive
        bibliography review related to design methodology is presented in Rig0 (2001.c).
        LBR-4  (Rigo  1992), the  previous  version of  the  “stiffened  panel  method”  for  elastic analysis of
        stiffened structures, was the starting point  for the development of the LBR-5  optimization module
        presented in this paper. The role of LBR-4 is to provide a fast and reliable assessment of the stress
        pattern existing in the 3D stiffened structure.

        The LBRJ software is the result of the integration inside the Same package of the LBR-4 (Rigo  1992)
        and CONLIN (Fleury  1988) software and constitutes a new tool to achieve scantling optimization of
        midship section.  Methods similar to LBR-5 are proposed by, for instance, Hughes and a1 (1 992) and
        Rahman and a1 (1995). LBR-5 is essentially preliminary design oriented. The structure modelling  is
        simple and fast, but not over-simplified.

        The optimized scantling can be  obtained within a couple of hours (maximum  1 day  for complex
        structures if starting from scratch). LBR-5 does not have the capability of a finite element analysis and
        is restricted to prismatic structures and linear 3D analysis. But, on the other hand, LBR-5 uses explicit
        exact first order sensitivities (derivatives of the constraint and objective functions by the hundreds of
        design variables). Heavy and time consuming numerical procedures are not required. Sensitivities are
        directly available as  the  method  is based  on  an  analytic solution of the  differential equations of
        cylindrical stiffened plates using  Fourier series expansions. So., sensitivity formulations are known
        analytically. In addition LBR-5 does not need to use the concept of local and global design variables.
        Due to the efficient CONLIN  mathematical optimization algorithm (convex  linearization and  dual
        approach), optimization of the full structure can be performed with hundreds of design variables  and
        constraints using less than 10-15 global structure re-analysis.


        2  LBR-5 AND THE CONCEPT OF “MODULE-ORIENTED OPTIMIZATION”

        A  multi-purpose  optimization  model,  open  to  users  and  compatible  with  different  codes  and
        regulations  must  contain  various  analysis  methods  for  strength assessment that  could  be  easily
        enriched  and  complemented  by  users.  The  user  must  be  able  to  modify  constraints  and  add
        complementary limitationdimpositions according  to  the  structure type  studied  (hydraulic, naval,
        offshore structures, etc), the code or the regulation in force and to his experience and ability in design
        analysis. The objective is to create a user-oriented optimization technique, in permanent evolution, Le.
        that evolves with the user and his individual needs. We define this as “Module-Oriented Optimization”.
        The LBR-5  optimization model  is based  on  this new concept and is composed of several modules.
        Neither the module number nor their type is imposed. At the start, the whole model is made up of 3
        basic modules (Fig. 1) and forms the framework of the tool (COST, CONSTRAINT and OPTI).
        Around the COST and CONSTRAINT modules there are a large number of  sub-modules. Each of
        these sub-modules is specific to a type of constraint. In principle,  it is necessary to have at least one
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