Post-tensioning of glass beams: Analytical determination of the allowable pre-load
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.
Technische Universit Alain Nussbaumer Resilient Steel Structures Laboratory Resslab School Of Architecture Simulia Corp Swiss National Science Foundation
Source: glassonweb.com