Experiments on Shear Connections of PSC Girders
with Prefabricated SlabsExperiments on Shear Connections of PSC Girders
with Prefabricated Slabs
- Authors
- 심창수; 정철헌; 현병학; 김영진
- Issue Date
- 2004
- Publisher
- 한국콘크리트학회
- Keywords
- prefabricated slab; shear connection; shear strength; bond; ductility(a) Reduction factor for bedding height(d) Empirical equation
- Citation
- 콘크리트학회 논문집, v.16, no.4, pp 573 - 579
- Pages
- 7
- Journal Title
- 콘크리트학회 논문집
- Volume
- 16
- Number
- 4
- Start Page
- 573
- End Page
- 579
- URI
- https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/28616
- ISSN
- 1229-5515
2234-2842
- Abstract
- For the fast construction and replacement of bridges in urban area, a prefabricated bridge system can be an excellent alternative. Details of prefabricated slabs for PSC girders were developed and static tests on shear connections were conducted to propose design equations of the shear connection. Stirrups and stud connectors were used as shear connectors and non-shrink mortar was used for the filling material in shear pockets for shear connectors. Stirrups and studs were fabricated to insert embedded nut-type devices in PSC girders. Shear strength of the shear connection considering chemical bond, friction and mechanical connectors was evaluated and empirical equations were suggested. Due to the mechanical connectors, ultimate slip capacity of the shear connection was sufficient for shear load redistribution, and suggested details of the shear connection showed good performance in terms of strength and ductility.
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Collections - College of Engineering > ETC > 1. Journal Articles
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