Shear strengthening of RC T-beams using mechanically anchored unbonded dry carbon fiber sheets

Journal of Performance of Constructed Facilities

Volumn 24, Issue 1, 2010, Pages 31-39

  Galal, Khaled ^a   Mofidi, Amir ^a  

^a Dept of Electrical and Computer Engineering   (Canada)

Author keywords

Concrete beams; Fiber reinforced polymers; Rehabilitation; Reinforced concrete; Shear

Indexed keywords

BONDING METHODS; CARBON FIBER SHEETS; CFRP SHEET; CONCRETE BEAM; CONTROL BEAMS; EXTERNALLY BONDED; FIBER REINFORCED POLYMERS; MODULUS OF ELASTICITY; MONOTONIC LOAD; PILOT TESTS; PROOF OF CONCEPT; RESEARCH STUDIES; SHEAR CAPACITY; SHEAR SPAN; SHEAR STRENGTHENING; SHEAR ZONE; STEEL ROD; T BEAMS; TEST RESULTS; U-SHAPED;

BRIDGE DECKS; BUILDING MATERIALS; CARBON FIBERS; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CURING; DEBONDING; FIBER REINFORCED PLASTICS; FIBERS; PATIENT REHABILITATION; REINFORCED CONCRETE; REINFORCED PLASTICS; STRENGTHENING (METAL); TENSILE STRENGTH;

SHEAR STRENGTH;

EID: 75649098233     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000067     Document Type: Article

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