Flexural Behavior of Concrete Beam Reinforced with Steel and FRP Re-Bars

Jeong Hun Nam; Seung Sik Lee; Soon Jong Yoon; Won Sup Jang; S.K. Cho

doi:10.4028/www.scientific.net/KEM.306-308.1367

Paper Titles

Flexural Fracture and Fatigue Behavior of RC Beams Strengthened with CFRP Laminates under Constant Amplitude Loading
p.1343

An Experimental Study on the Shear Behavior of Perforated Shear Connector with Flange Head
p.1349

Experimental Investigation on the Structural Behavior of Shear Connectors Used in the FRP and Concrete Bridge Deck System
p.1355

Flexural Behavior of GFRP Reinforced Concrete Members with CFRP Grid Shear Reinforcements
p.1361

Flexural Behavior of Concrete Beam Reinforced with Steel and FRP Re-Bars
p.1367

An Analysis on Dynamic Damage on Concrete Obstruct Subjected to Underwater Explosion Shock Waves
p.1373

Fracture Strength Model for Jointed Rockmass and Its Application to Engineering
p.1379

Model of Damage Fracture and Damage Rheology for Jointed Rock Mass and Its Engineering Application
p.1385

A Three-Dimensional Numerical Model for Simulating Deformation and Failure of Blocky Rock Structures
p.1391

HomeKey Engineering MaterialsKey Engineering Materials Vols. 306-308Flexural Behavior of Concrete Beam Reinforced with...

Flexural Behavior of Concrete Beam Reinforced with Steel and FRP Re-Bars

Abstract:

FRP composite materials are widely applicable in the construction industries as a load-bearing structural element or a reinforcing and/or repairing materials for the concrete. In this paper, we presented the flexural behavior of steel reinforced concrete beams reinforced with FRP re-bars manufactured by different fibers but the same vinylester resin. Experimental investigation pertaining to the load-deflection and load-strain characteristics of steel reinforced concrete beams reinforced with FRP re-bars with garnet coated surface is presented and the theoretical prediction is also conducted. In the investigation, the effects of FRP re-bar reinforcement in addition to the steel reinforcement are estimated. The experimental results are compared with theoretical predictions. Good agreements are observed.

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Periodical:

Key Engineering Materials (Volumes 306-308)

Pages:

1367-1372

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.306-308.1367

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Online since:

March 2006

Authors:

Jeong Hun Nam, Seung Sik Lee, Soon Jong Yoon, Won Sup Jang, S.K. Cho

Keywords:

Experiment, Flexural Behavior, FRP Composite, Reinforcement, Repair

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References

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