Structural performances of concrete beams with hybrid (fiber-reinforced polymer-steel) reinforcements

Journal of Composites for Construction

Volumn 6, Issue 2, 2002, Pages 133-140

  Aiello, Maria Antonietta ^a   Ombres, Luciano ^a  

^a UNIVERSITY OF SALENTO   (Italy)

Author keywords

Beams; Concrete; Reinforcement; Structural behavior

Indexed keywords

CONCRETE CONSTRUCTION; CONCRETE REINFORCEMENTS; CORROSION PROTECTION; CRACK INITIATION; DUCTILITY; DURABILITY; FIBER REINFORCED PLASTICS; RIGIDITY; STEEL; STRUCTURAL ANALYSIS; SURFACE TREATMENT;

GEOMETRICAL PARAMETERS; SERVICEABILITY; STEEL REBARS; STRUCTURAL BEHAVIORS;

CONCRETE BEAMS AND GIRDERS;

EID: 13844267707     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2002)6:2(133)     Document Type: Article

References (11)

1. Aiello, M. A., and Ombres, L. (2000). "Load-deflection analysis of FRP reinforced concrete flexural members." J. Compos. Constr., 4(4), 164-171.
2. American Concrete Institute (ACI). (1996a). "Building code requirements for reinforced concrete and commentary." ACI 318-95, Detroit.
3. American Concrete Institute (ACI). (1996b). "State of the art report on fiber reinforced plastic reinforcement for concrete structures." ACI 440R-96, Detroit.
4. Faza, S. S., and GangaRao, H. V. S. (1992). "Pre- and post-cracking deflection behavior of concrete beams reinforced with fiber-reinforced plastic rebars." Proc., 1st Int. Conf. on Advanced Composite Materials in Bridges and Structures, Canadian Society for Civil Engineering, Montréal, 129-137.
5. Faza, S. S., and GangaRao, H. V. S. (1993). "Theoretical and experimental correlation of behaviour of concrete beams reinforced with fiber reinforced plastic rebars." Fiber reinforced plastic reinforcement for concrete structures, SP-138, American Concrete Institute, Detroit, 599-614.
6. Nanni, A., and De Lorenzis, L. (2000). "Shear strengthening of RC beams with near surface mounted FRP rods." ACI Struct. J., 98(1), 60-68.
7. Newhook, J. P. (2000). "Design of under-reinforced concrete T-sections with GFRP reinforcement." Proc., 3rd Int. Conf. on Advanced Composite Materials in Bridges and Structures, J. Humar and A. G. Razaqpur, eds., Canadian Society for Civil Engineering, Montréal, 153-160.
8. Razaqpur, A. G., and Burkan, I. (2000). "Methods for calculating deflection of FRP reinforced concrete structures." Proc., 3rd Int. Conf. on Advanced Composite Materials in Bridges and Structures, J. Humar and A. G. Razaqpur, eds., Canadian Society for Civil Engineering, Montréal, 371-378.
9. Tan, K.-H. (1997). "Behaviour of hybrid FRP-steel reinforced concrete beams." Proc., 3rd Int. Symposium, FRPRCS-3, 487-494.
10. Tepfers, R., Apinis, A., Modniks, J., and Tamuzs, V. (1998). "Ductility of hybrid fiber composite reinforcement FRP for concrete." Proc., ECCM-8, European Conf. on Composite Materials, 89-96.
11. Vijay, P. V., and GangaRao, H. V. S. (1996). "A unified limit state approach using deformability factors in concrete beams reinforced with GFRP bars." Proc., 4th Materials Conf., Materials for the new millennium, 657-665.