Strengthening of RC T-section beams with low strength concrete using CFRP composites subjected to cyclic load

Construction and Building Materials

Volumn 22, Issue 12, 2008, Pages 2355-2368

  Anil, Özgür ^a  

^a GAZI UNIVERSITY   (Turkey)

Author keywords

CFRP; Cyclic load; Epoxy; Low strength concrete; Reinforced concrete beam; Shear; Strengthening

Indexed keywords

BUILDING MATERIALS; CARBON FIBERS; CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; CONCRETE PRODUCTS; CYCLIC LOADS; DYNAMIC LOADS; ENERGY DISSIPATION; FAILURE ANALYSIS; FIBER OPTICS; QUALITY ASSURANCE; REINFORCED CONCRETE; RELIABILITY; STRENGTHENING (METAL); TESTING;

ANALYTICAL APPROACHES; CARBON FIBER REINFORCED POLYMER; CFRP; CFRP COMPOSITES; COMPOSITE MEMBERS; CYCLIC LOAD; CYCLIC LOADINGS; ENERGY DISSIPATION CAPACITIES; EPOXY; EXPERIMENTAL PROGRAM; EXPERIMENTAL STUDIES; EXTERNAL BONDING; FLEXURAL BEHAVIOR; LOW STRENGTH CONCRETE; MAIN PARAMETERS; RC BEAMS; REINFORCED CONCRETE BEAM; REINFORCED CONCRETE BEAMS; SHEAR; SHEAR SPAN; SHEAR-DEFICIENT BEAMS; STRENGTHENING; TEST RESULTS;

CARBON FIBER REINFORCED PLASTICS;

EID: 48549104821     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2007.10.003     Document Type: Article

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