Study on behavior in tension of reinforced concrete members strengthened by carbon fiber sheet

Journal of Composites for Construction

Volumn 6, Issue 3, 2002, Pages 168-174

  Ueda, Tamon ^a   Yamaguchi, Ryuichi ^b   Shoji, Kazuteru ^c   Sato, Yasuhiko ^a  

^a HOKKAIDO UNIVERSITY   (Japan)

^b Fuji PS Corporation   (Japan)

^c Japan Eng Consultants Company   (Japan)

Author keywords

Bond stress; Concrete, reinforced; Retrofitting; Sheets; Stiffness

Indexed keywords

BOND STRENGTH (MATERIALS); CRACK INITIATION; MATHEMATICAL MODELS; PLASTIC SHEETS; PRISMS; REINFORCED CONCRETE; RETROFITTING; STIFFNESS; STRAIN GAGES;

AVERAGE STRESS-AVERAGE STRAIN RELATIONSHIP; HYDRAULIC JACK; LATERAL REINFORCEMENT; STEEL REINFORCEMENT;

CARBON FIBER REINFORCED PLASTICS;

EID: 13844267717     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2002)6:3(168)     Document Type: Article

References (5)

1. Japan Concrete Institute (JCI). (1998). "Technical reports on continuous fiber reinforced concrete." TC952 on Continuous Fiber Reinforced Concrete, Tokyo.
2. Japan Society of Civil Engineers (JSCE). (2000). "Guidelines for retrofit of concrete structures - Draft." Concr. Library Int., 36, 61-112.
3. Japan Society of Civil Engineers (JSCE). (2001). "Recommendations for upgrading of concrete structures with use of continuous fiber sheets." Concrete Engineering Series Rep., Committee 292 on Concrete Structures with Externally Bonded Continuous Fiber Reinforcing Materials, Tokyo, 41.
4. Okamura, H., and Maekawa, K. (1991). "Nonlinear analysis and constitutive models of reinforced concrete." Gihodo Shuppan.
5. Sato, Y., Asano, Y., and Ueda, T. (2001). "Fundamental study on bond mechanism of carbon fiber sheet." Concr. Library Int., 37, 97-115.