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This book focuses on the nonlinear behaviour of thin-wall shells
(single- and multilayered with delamination areas) under various
uniform and non-uniform loadings.
The dependence of critical (buckling) load upon load variability is
revealed to be highly non-monotonous, showing minima when load
variability is close to the eigenmode variabilities of solution
branching points of the respective nonlinear boundary
problem.
A novel numerical approach is employed to analyze branching points
and to build primary, secondary, and tertiary bifurcation paths of
the nonlinear boundary problem for the case of uniform loading. The
load levels of singular points belonging to the paths are
considered to be critical load estimates for the case of
non-uniform loadings.
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