Exploratory experimental investigations on post-tensioned structural glass beams

C. Louter, Jens Henrik Nielsen, J. Belis

Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

Abstract

This paper discusses two projects on post-tensioned glass beams, performed at EPFL and DTU, respectively. In these projects small scale glass beams (length of 1.5m and 1m) are post-tensioned by means of steel threaded rods tensioned at the beam ends. The purpose of post-tensioning glass beams is to enhance the initial failure stress of the glass and to obtain ductile (post-breakage) performance. From four-point bending tests on the post-tensioned glass beam specimens it is observed that these goals are reached. From the test results it is concluded that post-tensioning glass beams is a feasible and promising concept, which provides enhanced strength and ductile (post-breakage) performance. Since the current investigations are exploratory, the investigated concepts leave unsolved challenges for future research within this field.
Original languageEnglish
Title of host publicationStructures and Architecture : Concepts, applications and challenges
PublisherTaylor & Francis
Publication date2013
Pages358-365
ISBN (Print)978-0-415-66195-9
ISBN (Electronic)978-1-4822-2461-0
DOIs
Publication statusPublished - 2013
Event2nd International Conference on Structures and Architecture - Guimarães, Portugal
Duration: 24 Jul 201326 Jul 2013
Conference number: 2

Conference

Conference2nd International Conference on Structures and Architecture
Number2
CountryPortugal
CityGuimarães
Period24/07/201326/07/2013

Fingerprint

Dive into the research topics of 'Exploratory experimental investigations on post-tensioned structural glass beams'. Together they form a unique fingerprint.

Cite this