Developments in GFRP Reinforced Bolted Joints in Glass

The brittle material behaviour of glass means the inefficiency of contemporary mechanical connection technologies hampers the exploitation of full potential of glass for delivering energy efficient buildings. This paper presents the results of an experimental investigation of the use of adhesively b...

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Main Authors: Mithila Achintha, Tudor Zirbo
Format: Article
Language:English
Published: Challenging Glass Conference 2018-05-01
Series:Challenging Glass Conference Proceedings
Subjects:
Online Access:https://proceedings.challengingglass.com/index.php/cgc/article/view/121
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author Mithila Achintha
Tudor Zirbo
author_facet Mithila Achintha
Tudor Zirbo
author_sort Mithila Achintha
collection DOAJ
description The brittle material behaviour of glass means the inefficiency of contemporary mechanical connection technologies hampers the exploitation of full potential of glass for delivering energy efficient buildings. This paper presents the results of an experimental investigation of the use of adhesively bonded Glass Fibre Reinforced Polymer (GFRP) strips as a mean improving strength and ductility of bolted joints in glass. The peak load and the post-peak ductility of GFRP reinforced joints in annealed glass in double-lap tension joint configurations were experimentally investigated and compared with equivalent unstrengthened reference bolted joints in annealed glass and fully-toughened glass. The results show that the peak load of the reinforced joints in annealed glass increased up to 250%.  The reinforced joints also showed a notable ductility compared to the reference annealed glass and fully-toughened glass test specimens.
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spelling doaj.art-14c1b83940e64894891fc4ac4eb847132022-12-21T20:05:29ZengChallenging Glass ConferenceChallenging Glass Conference Proceedings2589-80192018-05-016110.7480/cgc.6.2153108Developments in GFRP Reinforced Bolted Joints in GlassMithila Achintha0Tudor Zirbo1Faculty of Engineering and the Environment, University of SouthamptonFaculty of Engineering and the Environment, University of SouthamptonThe brittle material behaviour of glass means the inefficiency of contemporary mechanical connection technologies hampers the exploitation of full potential of glass for delivering energy efficient buildings. This paper presents the results of an experimental investigation of the use of adhesively bonded Glass Fibre Reinforced Polymer (GFRP) strips as a mean improving strength and ductility of bolted joints in glass. The peak load and the post-peak ductility of GFRP reinforced joints in annealed glass in double-lap tension joint configurations were experimentally investigated and compared with equivalent unstrengthened reference bolted joints in annealed glass and fully-toughened glass. The results show that the peak load of the reinforced joints in annealed glass increased up to 250%.  The reinforced joints also showed a notable ductility compared to the reference annealed glass and fully-toughened glass test specimens.https://proceedings.challengingglass.com/index.php/cgc/article/view/121Bolted jointsConnectionsDuctilityFailureGlassReinforcement
spellingShingle Mithila Achintha
Tudor Zirbo
Developments in GFRP Reinforced Bolted Joints in Glass
Challenging Glass Conference Proceedings
Bolted joints
Connections
Ductility
Failure
Glass
Reinforcement
title Developments in GFRP Reinforced Bolted Joints in Glass
title_full Developments in GFRP Reinforced Bolted Joints in Glass
title_fullStr Developments in GFRP Reinforced Bolted Joints in Glass
title_full_unstemmed Developments in GFRP Reinforced Bolted Joints in Glass
title_short Developments in GFRP Reinforced Bolted Joints in Glass
title_sort developments in gfrp reinforced bolted joints in glass
topic Bolted joints
Connections
Ductility
Failure
Glass
Reinforcement
url https://proceedings.challengingglass.com/index.php/cgc/article/view/121
work_keys_str_mv AT mithilaachintha developmentsingfrpreinforcedboltedjointsinglass
AT tudorzirbo developmentsingfrpreinforcedboltedjointsinglass