Abstract
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 shear performance of replaced bolts is to be affected by the existing structural damage. This paper 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 to the bolts in the original tests. In contrast, the relative slips at the interfaces between the steel beams 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.
Original language | English |
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Title of host publication | IABSE Symposium Prague, 2022 |
Subtitle of host publication | Challenges for Existing and Oncoming Structures - Report |
Publisher | International Association for Bridge and Structural Engineering (IABSE) |
Number of pages | 8 |
ISBN (Electronic) | 9783857481833 |
Publication status | Published - 2022 |
Event | IABSE Symposium Prague 2022: Challenges for Existing and Oncoming Structures - Prague, Czech Republic Duration: 25 May 2022 → 27 May 2022 |
Conference
Conference | IABSE Symposium Prague 2022: Challenges for Existing and Oncoming Structures |
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Country/Territory | Czech Republic |
City | Prague |
Period | 25/05/22 → 27/05/22 |
Bibliographical note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.Keywords
- replaced bolt shear connectors
- prefabricated composite beams
- re-assembly
- shear stiffness