Tension stiffening behavior of GFRP-reinforced concrete

American Concrete Institute, ACI Special Publication

Volumn SP-230, Issue , 2005, Pages 975-989

  Sooriyaarachchi, Harsha ^a   Pilakoutas, Kypros ^a   Byars, Ewan ^a  

^a UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

Bar diameter; Bond (concrete to reinforcement); GFRP RC; Reinforcement ratio; Strain patterns; Tension stiffening

Indexed keywords

BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; POLYMER CONCRETE; TENSILE STRENGTH; TENSILE TESTING;

CONCRETE STRENGTH; DIRECT TENSION TESTS; GLASS FIBER REINFORCED POLYMER; REINFORCEMENT RATIOS; STRUCTURAL RESPONSE; TENSION STIFFENING; TENSION STIFFENING EFFECTS; TENSION-STIFFENING BEHAVIOR;

FIBER REINFORCED CONCRETE;

EID: 85030580521     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

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3. ACI Committee 440, 2003, “Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-03),” American Concrete Institute, Farmington Hill, Michigan, 42 pp.
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10. Toutnaji, H. and Deng, Y., 2003, “Deflection and Crack Width Prediction of Concrete Beams Reinforced with Glass FRP Rods,” Construction and Building Materials, Vol. 17, pp. 69-74.
11. Vecchio, F.J., Collins, M.P., March (1986): “The modified compression field theory for reinforced concrete elements subjected to shear”, American Concrete Institutel Journal, Vol. 83, No. 2., pp. 219- 231.