Abstract
This chapter deals with the buckling analysis and optimization of prismatic and axisymmetric plate and shell structures. The analysis of prismatic folded plate structures supported on diaphragms at two opposite edges is carried out using variable-thickness FSs based on MR assumptions, which allow for transverse shear deformation effects. The theoretical formulation is presented for a family of C(0) strips and the accuracy and relative performance of the strips are examined.
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