This paper deals with structural elements made of either glass (one layer) or laminated glass, and is devoted to the geometrically non-linear behavior, which is investigated by an experimental campaign and theoretical studies. The experimental campaign tested glass bars differing in glass type and glass ply geometry, which were subjected to axial compressive force up to collapse. The theoretical study developed analytical closed-form models that predict the critical load of members made of either glass or LG. Acknowledgment: PRIN 2010
Buckling of glass columns: analytical models and experimental validation
FORABOSCHI, PAOLO
2010-01-01
Abstract
This paper deals with structural elements made of either glass (one layer) or laminated glass, and is devoted to the geometrically non-linear behavior, which is investigated by an experimental campaign and theoretical studies. The experimental campaign tested glass bars differing in glass type and glass ply geometry, which were subjected to axial compressive force up to collapse. The theoretical study developed analytical closed-form models that predict the critical load of members made of either glass or LG. Acknowledgment: PRIN 2010
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