Damage in glass-concrete composite panels

The analyses were performed both in linear elastic and non-linear conditions to assess the stress redistributions in the panel due to concrete cracking. In particular, the analyses showed that the shrinkage of concrete was the main reason of the detected damage in a case study, even considering the creep that mitigates the phenomenon leading to a delayed cracking. Finally, a parametric study is presented assuming different factors (concrete rib sizes, different shrinkage laws, as a consequence of the addition of shrinkage-reducing admixtures (SRA), different bond between glass and concrete and different reinforcement ratio). The results of this parametric study suggest interesting remarks about suitable design principles of glass-concrete façade panels.