Abstract
This paper examines the flexural behavior of prestressed Self-Consolidating Concrete (SCC) bridge I-girders when subjected to monotonic and cyclic loading. Three full-scale prestressed bridge girders were constructed with limestone aggregate concrete and tested until failure. One of the girders was made with Conventional Concrete (CC) and served as a control specimen, while the other two girders were made with SCC. The girders were fitted with composite CC thickening over the top flange to represent composite bridge decks. The control girder and one of the SCC girders were subjected to monotonically increasing load until failure. The remaining SCC girder was subjected to a sequence of cyclic loads with increasing load amplitudes until failure. The results show that prestressed SCC and CC bridge girders exhibit similar flexural stiffness and strength and that the current code methods for determining transfer length, effective prestress, flexural strength, and flexural stiffness can be used for prestressed SCC girders.
Similar content being viewed by others
References
American Association of State Highway and Transportation Officials (2010). AASHTO LRFD bridge design specifications, 5th Edition, Washington, D.C.
American Concrete Institute (ACI) (2011). Building code requirements for structural concrete and commentary, ACI 318-11 and ACI 318R-11. Farmington Hills, MI.
American Society of Civil Engineers (ASCE) (2009). Report card for america’s infrastructure, www.asce.org/reportcard. Accessed March 25, 2009.
Bentz, E. and Collins, M. (2001). Response 2000 Computer program, University of Toronto, Toronto, Canada.
Federal Highway Administration (FHWA) (2005). “Self-consolidating concrete workshop.” Proceedings, Las Vegas, NV.
Goodier, C. I. (2003). “Development of self-compacting concrete.” Proc. of the Institution of Civil Engineers: Structures and Buildings, Vol. 156, No. 4, pp. 405–413.
Precast/Prestressed Concrete Institute (PCI) (2003). Interim guidelines for the use of self-consolidating concrete in precast/prestressed concrete institute member plants, TR-6-03, PCI, Chicago, Illinois.
Precast/Prestressed Concrete Institute (PCI) (2004). PCI Design Handbook, Precast and Prestressed Concrete, MNL-120-04, 6th Edition, PCI, Chicago, IL.
Russell, B. W. and Burns, N. H. (1993). Design developments for transfer, development, and debonding of large diameter strands in pretensioned concrete girders, Research Report 1210-5F, Center for Transportation Research, University of Texas at Austin.
Russell, B. W. and Burns, N. H. (1997). “Measurement of transfer lengths on pretensioned concrete elements.” Journal of Structural Engineering, Vol. 123, No. 5, pp. 541–549.
South Dakota Department of Transportation (SDDOT) (2004). Standard specifications for roads and bridges, Pierre, South Dakota.
Stripling, C. (2008). Structural evaluation of prestressed self-consolidating concrete bridge girders using limestone aggregates, MS Thesis, South Dakota State University, Brookings, SD.
Wehbe, N. and Malhas, F. (2012). “Prestressed SCC bridge girders under monotonic and fatigue loading.” Proceedings of the 18th Congress of IABSE: Innovative Infrastructures — Toward Human Urbanism, Seoul, Korea.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Wehbe, N., Stripling, C. Experimental assessment of flexural strength and serviceability of prestressed SCC bridge I-girders with composite decks. KSCE J Civ Eng 17, 540–549 (2013). https://doi.org/10.1007/s12205-013-0605-5
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-013-0605-5