The effects of NSM CFRP reinforcements for improving the shear capacity of RC beams

Construction and Building Materials

Volumn 25, Issue 5, 2011, Pages 2663-2673

  Tanarslan, H M ^a  

^a DOKUZ EYLUL UNIVERSITY   (Turkey)

Author keywords

CFRP bars; Cyclic Load; Debonding; RC beam; Shear; Strengthening

Indexed keywords

CARBON FIBER-REINFORCED POLYMER; CFRP BARS; CYCLIC LOADINGS; EXPERIMENTAL PROGRAM; NEAR-SURFACE; RC BEAMS; RC MEMBER; REINFORCED CONCRETE BEAMS; SHEAR; SHEAR CAPACITY; STRENGTHENING; STRENGTHENING MATERIALS; STRENGTHENING TECHNIQUE; ULTIMATE STRENGTH;

CARBON FIBER REINFORCED PLASTICS; CARBON FIBERS; CYCLIC LOADS; DEBONDING; ELECTRONIC EQUIPMENT MANUFACTURE; REINFORCED CONCRETE; SHEAR FLOW; SHEAR STRENGTH; STRENGTHENING (METAL);

REINFORCEMENT;

EID: 79551594986     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2010.12.016     Document Type: Article

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