Experimental Study on the Manufacturing and Structural Performance of Prefabricated Composite Girders with Continuous Precast Deck-to-Girder Connections
A new type of prefabricated composite girder with innovative continuous precast deck-to-girder connections is proposed to overcome the disadvantages of ordinary girders, including interference and overlapping during the deck assembly process. A large-scale experimental study was conducted to evaluate the assembly and structural performances of these girders. The results showed no interference during the assembly of the proposed girder specimen, and a visual inspection after drilling confirmed that the mortar was filled without any voids in the continuous precast deck-to-girder connections. Furthermore, the proposed girder exhibited full composite behavior, ductile flexural failure occurred in a structural test, and the validity of the design method was verified.
Authors
- Byung Ho Choi (ORCID: https://orcid.org/0000-0002-4275-1086)
- Jiho Moon (ORCID: https://orcid.org/0000-0003-1125-1262)
- Bidhek Thusa
- Taek-Ryong Seong
Publication Details
- Journal
- Korean Society of Hazard Mitigation
- Published
- 2024-12-29
- DOI
- https://doi.org/10.9798/kosham.2024.24.6.243
- Citations
- 2
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.52