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Structural interlayers in laminated glass have allowed engineers and specifiers to extend and improve the use of glazing solutions in the construction industry.
In this paper, failure mechanisms are identified for a post-tensioned glass beam system with a flat stainless steel tendon adhesively bonded at the bottom glass edge.
Glass/steel adhesive joints are being used increasingly in the construction industry as they offer significant structural advantages over conventional mechanical fastener approaches.
Designing and building structural, glass-only shells is subjected to two principal boundary conditions: The use of planar or curved glass laminates with limited dimensions and the necessity to provide a structural joint between the adjacent glass modules.
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