Ge Ruodong, Liang Jinxiu, Wang Lei. THE ANALYSIS OF FLEXURAL BEHAVIOR OF CORRODED RC BEAMS STRENGTHENED WITH CFRP UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 72-76. doi: 10.13204/j.gyjz201206016
Citation:
Ge Ruodong, Liang Jinxiu, Wang Lei. THE ANALYSIS OF FLEXURAL BEHAVIOR OF CORRODED RC BEAMS STRENGTHENED WITH CFRP UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 72-76. doi: 10.13204/j.gyjz201206016
Ge Ruodong, Liang Jinxiu, Wang Lei. THE ANALYSIS OF FLEXURAL BEHAVIOR OF CORRODED RC BEAMS STRENGTHENED WITH CFRP UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 72-76. doi: 10.13204/j.gyjz201206016
Citation:
Ge Ruodong, Liang Jinxiu, Wang Lei. THE ANALYSIS OF FLEXURAL BEHAVIOR OF CORRODED RC BEAMS STRENGTHENED WITH CFRP UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 72-76. doi: 10.13204/j.gyjz201206016
Eight RC beams including four CFRP strengthened beams were tested after short-term fatigue. Thedistortion, stress distribution, ultimate load of corroded reinforced concrete beams were investigated. Both theexperimental and analytical results indicated that fatigue loading had a significant impact on the performance ofcorroded RC beams; It could reduce the ultimate strength and ductility of the beams substantially. The ultimate loadcarrying capacity of the CFRP-strengthened corroded beams are enhanced evidently and had a preferable ductilityduring damage. The loading capacity of RC beams with CFRP strengthened was in creased by 22% to 47 %. The Uwrap CFRP sheet had an obvious effect on beams, the potential delamination of the concrete cover following steelcorrosion could cause sudden failure of RC beams strengthened with CFRP at later loading stages. Repairing a lowcorrosion rate beams by CFRP still had good mechanical properties after a short-term fatigue loadings.
Goitseone Malumbela,Pilate Moyo,Mark Alexander.Behaviour ofRC Beams Corroded Under Sustained Service Loads[J].Construction and Building Materials,2009,23:3346-3351.
[5] Bertolini L,Carsana M,Redaelli E.Conservation of HistoricalReinforced Concrete Structures Damaged by Carbonation InducedCorrosion by Means of Electrochemical Re-alkalization[J].J CultHerit,2008,9(4):376-385.
[7] Huet B,L'hostis V,Santarini G,et al.Steel Corrosion inConcrete Determinist Modeling of Cathodic Reaction as a Functionof Water Saturation Degree[J].Corros Sci,2007,49(4):1918-1932.
[8] Yeong-soo S,Chadon L.Flexural Behavior of Reinforced ConcreteBeams Strengthened with Carbon Fiber-reinforced PolymerLaminates at Different Levels of Sustaining Load[J].ACIStructural Journal,2003,100(2):231-240.
Ge Ruodong, Liang Jinxiu, Wang Lei. THE ANALYSIS OF FLEXURAL BEHAVIOR OF CORRODED RC BEAMS STRENGTHENED WITH CFRP UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 72-76. doi: 10.13204/j.gyjz201206016
Ge Ruodong, Liang Jinxiu, Wang Lei. THE ANALYSIS OF FLEXURAL BEHAVIOR OF CORRODED RC BEAMS STRENGTHENED WITH CFRP UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 72-76. doi: 10.13204/j.gyjz201206016