CORROSION OF STEEL REINFORCEMENT IN CARBON FIBER-REINFORCED POLYMER WRAPPED CONCRETE CYLINDERS

The rehabilitation, repair, and strengthening of concrete structures has increased worldwide with a growing number of systems employing externally applied fiber-reinforced polymer (FRP) composites. However, the service life and effectiveness of FRP repair and strengthening techniques when applied to concrete in corrosive marine environments is still not well understood. This paper presents the results of an experimental study on the corrosion performance of embedded steel reinforcement in cylindrical reinforced concrete specimens with 13 different surface treatment options. Samples were subjected to an impressed current and a high salinity solution. Test variables included the type of epoxy, wrap fiber orientation, and the number of wrap layers. Samples were evaluated for corrosion activity by monitoring corrosion potentials and impressed current flow levels, and by examining reinforcement mass loss and concrete chloride content among samples. Test results indicated that FRP wrapped specimens had prolonge...

[1]  Rachel J. Detwiler,et al.  Resistance to chloride intrusion of concrete cured at different temperatures , 1991 .

[2]  P. K. Mehta Concrete: Structure, Properties, and Materials , 1992 .

[3]  V. M. Karbhari,et al.  Effect of Materials Architecture on Strengthening Efficiency of Composite Wraps for Deteriorating Columns in the North-East , 1994 .

[4]  Limin. Jin Seismic retrofit and design recommendations for reinforced concrete bridge columns. , 1995 .

[5]  Michael J. Chajes,et al.  Analysis of concrete beams reinforced with externally bonded woven composite fabrics , 1996 .

[6]  V. Karbhari,et al.  On the durability of composite rehabilitation schemes for concrete: use of a peel test , 1997 .

[7]  Houssam Toutanji,et al.  Durability characteristics of concrete beams externally bonded with FRP composite sheets , 1997 .

[8]  Joaquim Figueiras,et al.  PERFORMANCE OF CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES , 1998 .

[9]  N. Hearn,et al.  Effect of mechanical restraint on the rate of corrosion in concrete , 1998 .

[10]  Cathy Lee,et al.  Accelerated Corrosion and Repair of Reinforced Concrete Columns Using CFRP Sheets , 1998 .

[11]  L. Spainhour,et al.  EFFECT OF CARBON FIBER JACKETS ON REINFORCED CONCRETE COLUMNS EXPOSED TO A SIMULATED TIDAL ZONE , 1998 .

[12]  P. Balaguru,et al.  Durability characteristics of concrete columns wrapped with FRP tow sheets , 1998 .

[13]  R K Snow ENCAPSULATION : PROTECTING CONCRETE PILES IN MARINE ENVIRONMENTS , 1999 .

[14]  R. Sen,et al.  ULTIMATE CAPACITY OF CORROSION DAMAGED PILES , 1999 .

[15]  H. Toutanji STRESS-STRAIN CHARACTERISTICS OF CONCRETE COLUMNS EXTERNALLY CONFINED WITH ADVANCED FIBER COMPOSITE SHEETS , 1999 .

[16]  PERFORMANCE OF STEEL REINFORCEMENT IN PORTLAND CEMENT AND HIGH-VOLUME FLY ASH CONCRETES EXPOSED TO CHLORIDE SOLUTION , 1999 .

[17]  P. Balaguru,et al.  BOND BEHAVIOR OF CORRODED REINFORCEMENT BARS , 2000 .

[18]  Stavroula J. Pantazopoulou,et al.  REPAIR OF CORROSION-DAMAGED COLUMNS WITH FRP WRAPS , 2001 .