A synthetic presentation of the theory of yield design is
illustrated by examples such as the stability analysis of
reinforced soil structures and the resistance of long fiber
reinforced composite materials. The classical limit analysis theory
when standard elastic perfectly plastic behaviour can be assumed
yields a more precise assessment of the global bearing capacities
of structures and makes optimal limit design possible. Structural
optimal design is also studied with respect to eigenvalues as well
as Structural Topology and Design Optimization.
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