Tensile and shear resistance of bolted connectors in steel-FRP hybrid beams

Fruzsina Csillag*, Edwin Thie, Marko Pavlovic

*Corresponding author for this work

Research output: Chapter in Book/Conference proceedings/Edited volumeConference contributionScientific

4 Citations (Scopus)
158 Downloads (Pure)

Abstract

Demountable connectors have been rarely applied in steel-FRP hybrid structures due to the lack of research, which could prove their reliable structural performance. In typical applications, e.g. in multi-girder hybrid decks, the connectors are not only subjected to longitudinal shear forces, but also to substantial tensile forces originated from the uneven load distribution between the girders. Therefore, the aim of this study is to investigate the feasibility of three types of bolted connectors in steel-FRP hybrid structures by examining their shear and tensile resistance. To that end, push-out and pull-out tests were conducted to determine respectively, the shear and tensile strengths of the connectors. The suitability of the connectors in typical multi-girder hybrid steel-FRP deck applications is concluded from the test results.

Original languageEnglish
Title of host publicationProceedings of the Belgian-Dutch IABSE Young Engineers Colloquium 2019, YEC 2019
EditorsH.H. Snijder, B. De Pauw, D. Leonetti
PublisherTechnische Universiteit Eindhoven
Pages50-51
Number of pages2
ISBN (Electronic)9789038647302
ISBN (Print)978-903864730-2
Publication statusPublished - 2019
EventBelgian-Dutch National Groups of IABSE Young Engineers Colloquium 2019, YEC 2019 - Eindhoven, Netherlands
Duration: 15 Mar 201916 Mar 2019

Conference

ConferenceBelgian-Dutch National Groups of IABSE Young Engineers Colloquium 2019, YEC 2019
Country/TerritoryNetherlands
CityEindhoven
Period15/03/1916/03/19

Keywords

  • Bolted connectors
  • Circular economy
  • Pull-out test
  • Push-out test
  • Steel-FRP hybrid structure

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