Shear performance of replaced bolt shear connectors in prefabricated composite beam
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Détails bibliographiques
| Auteur(s): |
Tao Yang
(Yang & Xie, Guangxi University, Nanning, China)
Rongxian Xie (Yang & Xie, Guangxi University, Nanning, China) Milan Veljković (Delft University of Technology, Delft, The Netherlands) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022 | ||||
| Publié dans: | IABSE Symposium Prague 2022 | ||||
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| Page(s): | 569-577 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| DOI: | 10.2749/prague.2022.0569 | ||||
| Abstrait: |
Bolt shear connectors have the advantage of efficient installation and demolition when used in prefabricated composite beams. When bolt shear connectors are damaged in the service period and replaced by new ones, the sheer performance of the replaced bolts will be affected by the existing structural damage. This paper experimentally investigates the shear performance of eleven re- assembled push-out specimens of bolt connectors. The experimental results show that the replaced bolts possess a similar shear resistance as the bolts in the original tests. In contrast, the relative slips at the interfaces between the steel beam and the prefabricated concrete (PC) slabs show a bigger scattering. A calculation method of shear resistance for the replaced bolts considering the influence of the existing damage was proposed based on the experiments, and comparisons show that the calculation values agree well with the experimental results. |
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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