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F. Tannous (1997)
Durability of non-metallic reinforcing bars and prestressing tendons
M. Ehsani, H. Saadatmanesh, Carol Nelson (1997)
TRANSFER AND FLEXURAL BOND PERFORMANCE OF ARAMID AND CARBON FRP TENDONSPci Journal, 42
H. Mutsuyoshi, A. Machida (1993)
Behavior of Prestressed Concrete Beams Using FRP as External CableSP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium
(2014)
Prestressing applications with composite materials for bridge girders
C. Dolan, H. Hamilton, C. Bakis, A. Nanni (2001)
DESIGN RECOMMENDATIONS FOR CONCRETE STRUCTURES PRESTRESSED WITH FRP TENDONS. VOLUME 1
C. Dolan, Derek Swanson (2000)
Development of flexural capacity of a FRP prestressed beam with vertically distributed tendonsComposites Part B-engineering, 33
S. Park, A. Naaman (1999)
Shear behavior of concrete beams prestressed with FRP tendonsPci Journal, 44
Zhenqian Lu, T. Boothby, C. Bakis, A. Nanni (2000)
TRANSFER AND DEVELOPMENT LENGTHS OF FRP PRESTRESSING TENDONSPci Journal, 45
T. Kakizawa, S. Ohno, T. Yonezawa (1993)
Flexural Behavior and Energy Absorption of Carbon FRP Reinforced Concrete BeamsSP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium
(1995)
Balanced Section, Ductility and Deformability in Concrete with FRP Reinforcement. Halifax, NC: Technical University of Nova Scotia
F. Stoll, J. Saliba, Laura Casper (2000)
Experimental study of CFRP-prestressed high-strength concrete bridge beamsComposite Structures, 49
P. Gergely, L. Lutz (1968)
Maximum Crack Width in Reinforced Concrete Flexural Members, 20
C. Burke, C. Dolan (2001)
FLEXURAL DESIGN OF PRESTRESSED CONCRETE BEAMS USING FRP TENDONSPci Journal, 46
A. Abdelrahman, G. Tadros, S. Rizkalla (1995)
Test Model for the First Canadian Smart Highway BridgeAci Structural Journal, 92
H. Mertol, S. Rizkalla, P. Scott, J. Lees, R. El-Hacha (2007)
DURABILITY AND FATIGUE BEHAVIOR OF HIGH-STRENGTH CONCRETE BEAMS PRESTRESSED WITH CFRP BARS
(1996)
Bond of CFRP prestressing reinforcement
F. Forouzannia, B. Gencturk, M. Dawood, A. Belarbi (2016)
Calibration of Flexural Resistance Factors for Load and Resistance Factor Design of Concrete Bridge Girders Prestressed with Carbon Fiber–Reinforced PolymersJournal of Composites for Construction, 20
Zuohu Wang, Xiu-li Du, J. Liu (2011)
Shear Behavior of CFRP Prestressed Concrete Beams without StirrupsAdvanced Materials Research, 266
M. Noël, K. Soudki (2011)
Evaluation of FRP Posttensioned Slab Bridge Strips Using AASHTO-LRFD Bridge Design SpecificationsJournal of Bridge Engineering, 16
M. Tadros, N. Al-Omaishi, Stephen Seguirant, J. Gallt (2003)
PRESTRESS LOSSES IN PRETENSIONED HIGH-STRENGTH CONCRETE BRIDGE GIRDERSNCHRP Report
Prestressing concrete bridge beams with composite materials has been investigated extensively within the last two decades. The outcomes of these research efforts, however, emerged only in a limited number of representative applications in the United States. This is partly due to a lack of comprehensive design guidelines for use by bridge engineers, especially in the American Association of State Highway and Transportation Officials Load and Resistance Factor Design format. An extensive review of literature related to the prestressing of concrete bridge beams with carbon fiber–reinforced polymer strands was conducted. A database of the beams prestressed with carbon fiber–reinforced polymer was established, and the existing design methods along with the required parameters were reviewed. Based on the collected data, the flexural and shear capacity of beams was calculated and compared with the experimentally obtained capacity and that obtained from selected design guidelines. Variables related to the design of carbon fiber–reinforced polymer prestressing that need calibration with dedicated material properties were examined, and the effects of carbon fiber–reinforced polymer on long- and short-term losses were identified.
Advances in Structural Engineering – SAGE
Published: Mar 1, 2018
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