Behavior of RC T-section beams strengthened with CFRP strips, subjected to cyclic load

Materials and Structures/Materiaux et Constructions

Volumn 43, Issue 4, 2010, Pages 529-542

  Tanarslan, H Murat ^a   Altin, Sinan ^b  

^a DOKUZ EYLUL UNIVERSITY   (Turkey)

^b GAZI UNIVERSITY   (Turkey)

Author keywords

CFRP; Cyclic load; RC beam; Shear; Strengthening

Indexed keywords

CARBON FIBER-REINFORCED POLYMER; DESIGN EQUATION; EXPERIMENTAL INVESTIGATIONS; EXTERNALLY BONDED; RC BEAM; RC BEAMS; REINFORCED CONCRETE BEAMS; SHEAR DESIGN; SHEAR STRENGTHENING; STRIP-WIDTHS; TEST RESULTS; TEST SPECIMENS;

ANCHORAGES (FOUNDATIONS); CARBON FIBER REINFORCED PLASTICS; CARBON FIBERS; CYCLIC LOADS; FAILURE ANALYSIS; REINFORCED CONCRETE; RELIABILITY ANALYSIS; STRENGTHENING (METAL);

SHEAR STRENGTH;

EID: 77951252094     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-009-9509-8     Document Type: Article

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