Abstract (EN):
An approach to reliability-based design of beam reinforced composite shell structures with
non-linear geometric behaviour is proposed. The formulation involves probabilistic stress,
displacement and buckling constraints. The structural integrity is evaluated through the
reliability index. The random variables are the mechanical properties of laminates considered
as homogeneous orthotropic materials. A new methodology based on a genetic algorithm
(GA) and a hierarchical decomposition searching the global most probable failure point
(MPP) is presented. Simultaneously the optimal design is searched through a hierarchical
genetic algorithm (HGA) based on weight/cost minimisation under prescribed reliability
constraints. The design variables are the ply angle, the ply thickness, the height and the width
of the cross sections of the stiffeners. Numerical examples of the new proposed developments
are presented.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
14