Behavior of RC beams strengthened with FRP laminates and tested under cyclic loading at low temperatures

International Journal of Materials and Product Technology

Volumn 19, Issue 1-2, 2003, Pages 108-117

  Lopez, M M ^a   Naaman, A E ^b   Till, R D ^c   Pinkerton, Luke ^b  

^a Clarkson University   (United States)

^b The Department of Civil and Environmental Engineering   (United States)

^c Michigan Dept of Transportation   (United States)

Author keywords

Carbon fiber; Composite materials; Concrete; Cyclic load; Laminates; Low temperature; Retrofit

Indexed keywords

BOND STRENGTH (MATERIALS); DURABILITY; FATIGUE OF MATERIALS; FIBER REINFORCED PLASTICS; INTERFACES (MATERIALS); LAMINATED COMPOSITES; LOW TEMPERATURE EFFECTS; REINFORCED CONCRETE; SHEAR STRENGTH; STRUCTURAL LOADS;

CYCLIC FATIGUE LOAD; CYCLIC LOADING; MONOTONIC TEST;

CARBON FIBERS;

EID: 0038267999     PISSN: 02681900     EISSN: None     Source Type: Journal    
DOI: 10.1504/IJMPT.2003.003549     Document Type: Article

References (2)

1. Al-Sulaimani, G. et al. (1994) 'Shear repair for reinforced concrete by fiberglass plate bonding', ACI Structural Journal, Vol. 9, No. 3, pp. 458-464.
2. Naaman, A., Lopez, M.M. et al. (1999) Repair and Strengthening of Reinforced Concrete Beams Using CFRP Laminates, Final Rep. MDOT Research Project No. RC-1372. Vol. 1, Summary Rep.; Vol. 2, Literature Review; Vol. 3, Behavior of Beams Strengthened for Bending; Vol. 4, Behavior of Beams Strengthened for Shear; Vol. 5, Behavior of Beams under Cyclic Loading at Low Temp; Vol. 6, Behavior of Beams Subjected to Freeze-thaw Cycles; Vol. 7, Technical Specifications.