Abstract

Laminated glass (LG) is created by bonding two or more glass layers together with one or more polymer interlayer(s). LG may significantly lower the risk of injury from broken glass because the polymeric interlayer retains the glass pieces, especially when subjected to explosive threats. Many interlayer materials have recently been used in LG panels, but the effects on the performance of glass thickness and type, interlayer thickness and type, and hybrid interlayers are not well known. In this work, we report on new implicit and explicit nonlinear finite element models for simulating pressurized water-chamber-like quasi-static tests. The numerical models were validated using 18 by 18 in. LG tests. This study shows that the resistance function of LG can be well predicted numerically and can be used as a tool to study the effects of various glass and interlayer types and configurations. Explicit solutions had a slightly greater resolution in predicting the fracture behavior and post-peak response and captured the distinct failure points of the inner and outer glass panes. Implicit calculations maintained high levels of accuracy and were orders of magnitude faster than the explicit simulations. Using the implicit method, a parametric study was conducted on 38 by 66 in. LG to determine the effects of glass and interlayer thickness, size, and layup configuration. The LG resistance function was improved within the pre-cracked stage by increasing interlayer thickness. Ionoplast SentryGlas® interlayers were shown to be the strongest of the three types considered. Additionally, unique hybrid interlayers were simulated and indicated that strength and bonding can be maximized using various hybrid configurations.

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