By Kiang Hwee Tan
Fibre-reinforced polymer (FRP) reinforcement has been utilized in building as both inner or exterior reinforcement for concrete constructions long ago decade. This two-volume textual content provides learn findings with regards to the improvement, layout and alertness of FRP reinforcement in building and rehabilitation works. the subjects comprise FRP fabrics, fabric behaviour, FRP-reinforced and prestressed participants, exterior post-tensioning, sturdiness and hearth resistance, member behaviour less than sustained rather a lot, fatigue lots and blast quite a bit, codes and criteria, and case experiences, in addition to functions in different constructions.
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Additional info for Fiber-Reinforced Polymer: Reinforcement for Concrete Structures
Example text
28. C. Beams Using Glued CFRP Laminates,” Proceedings FRP Composites in Civil Engineering, Vol. -G. , Dec. 2001, pp. 669-676. 29. , “Temperature Effects on Epoxy Adhesives,” Journal of Structural Engineering, Vol. 106, No. 1, ASCE, Reston, Virginia, 1986, pp. 99-1 13. 30. , “FRP Composites of Construction and the Fire Issue: Preliminary Laboratory Results,” 2nd International Conference on Durability of Fiber Reinforced Polymer (FRP) f o r Construction, Montreal, Canada, 2002. 31. , “Design of FRP Reinforced Concrete Structures under Fire Conditions,” CICE International Conference on FRP Composites in Civil Engineering, Kowloon, Hong Kong, December 2001.
This application has not been discussed in this paper but is evident from the current state of progress and utilization worldwide). For FRP meshes or textiles or fabrics: Definitely in thin concrete products and cement sheet applications and in combination with fibers; they exhibit superior performance while being cost effective. ACKNOWLEDGMENTS The research work of the author has been funded in the past by several grants from the US National Science Foundation and by the University of Michigan.
5). The shear-tendon rupture failure occurred at the flexural-shear-cracking plane in beams with FRP tendons, even when the effective prestress ratio was low (about 40%) and the required amount of steel stirrups were provided according to the ACI code. The ultimate shear displacement and crack width of prestressed beams which failed by shear-tendon rupture were respectively about one third and one half those of similar beams with steel tendons. Adding steel fibers is a possible way to improve the shear resistance of concrete beams prestressed with FRP tendons by avoiding or delaying shear-tendon rupture failure.