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References (12)
-
S. Matthys, L. Taerwe (2000)
Concrete Slabs Reinforced with FRP Grids. I: One-Way BendingJournal of Composites for Construction, 4
-
L. Hollaway (2010)
A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service propertiesConstruction and Building Materials, 24
-
S. Kocaoz, V. Samaranayake, A. Nanni (2005)
Tensile characterization of glass FRP barsComposites Part B-engineering, 36
-
Burong Zhang, R. Masmoudi, B. Benmokrane (2004)
Behaviour of one-way concrete slabs reinforced with CFRP grid reinforcementsConstruction and Building Materials, 18
-
A. Michael (2006)
USING CARBON FIBER REINFORCED POLYMER GRIDS AS CONFINEMENT REINFORCEMENT FOR CONCRETE -
Brad Wambeke, C. Shield (2006)
Development Length of Glass Fiber-Reinforced Polymer Bars in ConcreteAci Structural Journal, 103
-
J. Yost, C. Goodspeed, E. Schmeckpeper (2001)
FLEXURAL PERFORMANCE OF CONCRETE BEAMS REINFORCED WITH FRP GRIDSJournal of Composites for Construction, 5
-
F. Micelli, A. Nanni (2004)
Durability of FRP rods for concrete structuresConstruction and Building Materials, 18
-
C. Goodspeed, E. Schmeckpeper, R. Henry, J. Yost, T. Gross (1990)
Fiber Reinforced Plastic Grids for the Structural Reinforcement of ConcreteServiceability and Durability of Construction Materials
-
Y. Shao, A. Mirmiran (2007)
Control of Plastic Shrinkage Cracking of Concrete with Carbon Fiber-Reinforced Polymer GridsJournal of Materials in Civil Engineering, 19
-
J. Yost, E. Schmeckpeper (2001)
Strength and Serviceability of FRP Grid Reinforced Bridge DecksJournal of Bridge Engineering, 6
-
A. Rahman, C. Kingsley, K. Kobayashi (2000)
SERVICE AND ULTIMATE LOAD BEHAVIOR OF BRIDGE DECK REINFORCED WITH CARBON FRP GRIDJournal of Composites for Construction, 4
- Publisher
- SAGE
- Copyright
- © The Author(s) 2016
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1177/1369433216668360
- Publisher site
- See Article on Publisher Site
Abstract
Carbon-fiber-reinforced polymer grids have received much attention lately because of many advantages. The force transfer behavior and development length of carbon-fiber-reinforced polymer grid reinforcement were evaluated using a pull-out test method. A total of 18 pull-out specimens of carbon-fiber-reinforced polymer grid reinforcement were tested under monotonic static loading, and the investigated parameters included the concrete compressive strength, the number of embedded transverse bars, with or without transverse bars, and the number of adjacent longitudinal bars. The slips between the reinforcing carbon-fiber-reinforced polymer grids and the concrete were measured at both the free end and the loaded end during the whole loading process. The test results indicated that first, the concrete compressive strength and the adjacent longitudinal bars had little influence on the force transfer behavior, second, the wedge action of the transverse bars was very important for transferring force; thus, increase in number of embedded transverse bars increased the force transfer stiffness and reduced the slippage. In the case of tested carbon-fiber-reinforced polymer grids, three embedded transverse bars equal to embedment length of 150 mm were sufficient to develop full tensile strength. Based on this experimental investigation, the preliminary design principles were also discussed.
Journal
Advances in Structural Engineering – SAGE
Published: Jun 1, 2017