A novel concept for a reinforced glass beam carrying long term loads

Jens H. Nielsen*, Bjarni G. Jónsson, Chiara Bedon

*Corresponding author for this work

Research output: Contribution to journalJournal articleResearchpeer-review

Abstract

This paper presents a novel concept for improving the long-term load-bearing performance of reinforced glass beams (hybrid beams). The concept of reinforcing glass beams using steel or other (ductile) materials have been investigated over the last couple of decades utilising the fracture pattern of annealed glass to ensure a ductile behaviour. However, it is well known that the long-term strength of annealed glass is rather low due to so-called static fatigue leading to a relatively poor performance for most hybrid-beams. As an example will a hybrid beam based on annealed glass exposed to 26 MPa permanent load fail in less than a day according to a European code. The novel concept suggested here utilises a combination of annealed and fully tempered glass in an arrangement where the tempered glass carries the long-term loading whereas short-term loading is carried by the reinforced annealed glass. The concept is based on the relaxation of shear stresses in the PVB (polyvinyl butyral) interlayer, material properties of PVB from different authors have been compared, and a set of average parameters have been suggested. The main purpose of the paper is to introduce the concepts and mechanisms of such beams and provide a basis for further optimisation.
Original languageEnglish
JournalGlass Structures & Engineering
Volume5
Pages (from-to)233–245
ISSN2363-5142
DOIs
Publication statusPublished - 2020

Keywords

  • Hybrid glass beams
  • PVB interlayer properties
  • Long term loading
  • Static fatigue
  • Tempered glass

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