<abstract xml:lang="en" xmlns="http://www.w3.org/1999/xhtml"><p>Experimental research at the Department of Steel and Timber Structures at SUT in Bratislava focused on the verification of the behavior of modern glass structures. Four types of glass beams were tested - laminated beams made of annealed (ANG) and fully tempered glass (FTG) in interactions with or without steel elements (as reinforcement). The results of the experimental research were also compared with theoretical models using FEM calculations.</p></abstract>

Experimental research at the Department of Steel and Timber Structures at SUT in Bratislava focused on the verification of the behavior of modern glass structures. Four types of glass beams were tested - laminated beams made of annealed (ANG) and fully tempered glass (FTG) in interactions with or without steel elements (as reinforcement). The results of the experimental research were also compared with theoretical models using FEM calculations.

Experimental verification of the resistance of glass beams

Department of Steel and Timber Structures, Faculty of Civil Engineering, Slovak University of Technology, Radlinského 11, 813 68 Bratislava

Slovak Journal of Civil Engineering

{"article-title":"Experimental verification of the resistance of glass beams"}

Experimental research at the Department of Steel and Timber Structures at SUT in Bratislava focused on the verification of the behavior of modern glass...

Experimental verification of the resistance of glass beams

Publicado en línea: 18 abr 2012

Páginas: 21 - 28

DOI: https://doi.org/10.2478/v10189-012-0003-x

Palabras clave
structural glass, laminated glass, beams, reinforcement, post - breakage structural capacity

This content is open access.

Experimental verification of the resistance of glass beams

Publicado en línea: 18 abr 2012

Páginas: 21 - 28

DOI: https://doi.org/10.2478/v10189-012-0003-x

Palabras clavestructural glass, laminated glass, beams, reinforcement, post - breakage structural capacity

This content is open access.

Palabras clave
structural glass, laminated glass, beams, reinforcement, post - breakage structural capacity