Monolithic and laminated glass elements are frequently subjected to buckling
phenomena. Nevertheless, several aspects make complex the description of their
structural response through analytical models of general applicability. In
addition, classical models proposed by standards for the verification of steel,
timber or composite structures cannot be directly applied to glass, since they
do not taken into account some aspects typical of glass elements. The paper
proposes a general approach for the buckling verification of monolithic and 2
or 3-layer laminated glass columns, beams and panels under in-plane compression
or shear. Calibrated to experimental and numerical data collected from
literature, standardized buckling curves are proposed to be applied in daily
practice.
