Flexural behaviour of reinforced concrete beams strengthened with carbon fibre sheets

Composites Part A: Applied Science and Manufacturing

Volumn 27, Issue 10, 1996, Pages 981-987

  Takeda, Koji ^a   Mitsui, Yoshiyuki ^a   Murakami, Kiyoshi ^a   Sakai, Hiromichi ^b   Nakamura, Moriyasu ^b  

^a KUMAMOTO UNIVERSITY   (Japan)

^b MITSUBISHI CHEMICAL CORPORATION   (Japan)

Author keywords

Carbon fibre sheets; Flexural reinforcing effects; Reinforced concrete beams

Indexed keywords

BENDING STRENGTH; BONDING; CARBON FIBERS; CRACK INITIATION; DEFORMATION; EPOXY RESINS; MATERIALS TESTING; PERFORMANCE; PLASTIC SHEETS; REINFORCED CONCRETE; STRENGTHENING (METAL);

CARBON FIBER SHEETS; FLEXURAL REINFORCING EFFECTS; FLEXURAL RIGIDITY; REINFORCED CONCRETE BEAMS;

CONCRETE BEAMS AND GIRDERS;

EID: 0030410469     PISSN: 1359835X     EISSN: None     Source Type: Journal    
DOI: 10.1016/1359-835X(96)00059-0     Document Type: Article

References (3)

1. Standard for Structural Calculation of Reinforced Concrete Structures, Architectural Institute of Japan, Tokyo, 1988
2. Urano, T., Murakami, K. and Mitsui, Y. Studies of evaluation of tensile toughness and its scale effect of steel fiber reinforced concrete. J. Structural and Construction Eng.: Trans. Architectural Inst. of Japan 1992, No. 442, 1-11 (in Japanese)
3. Building Code Requirements for Reinforced Concrete (ACI 318-83), American Concrete Institute, Detroit, MI, 1983