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The problem of a patched
structure under uniform thermal loading is studied, where geometric nonlinearity and
shear deformation are considered. The formulation is based on the calculus of
variations with propagating boundaries, and yields the governing equations,
boundary conditions, matching conditions and transversality condition. Closed form
analytical solutions are obtained in terms of an (unknown) membrane force
parameter, the angle of rotation due to bending and the transverse displacement.
Results of numerical simulations based on those solutions are presented and critical
phenomena of the composite structure are unveiled. Results of the current work are
compared with previously published results where transverse shear deformation
was neglected. It is seen that shear deformation plays an important role
in certain situations. In particular, the effects of shear deformation on the
phenomena of “slingshot buckling” and “buckle trapping” are demonstrated and
discussed. The influence of the relative size of the detached region and of
the difference between the material properties of the base plate and of the
patch (in particular, shear moduli) on the thermomechanical instabilities are
elucidated.