An experimental and numerical study of the effect of thickness and length of CFRP on performance of repaired reinforced concrete beams

Construction and Building Materials

Volumn 20, Issue 10, 2006, Pages 901-909

  Li, L J ^a   Guo, Y C ^a   Liu, F ^a   Bungey, J H ^b  

^a GUANGDONG UNIVERSITY OF TECHNOLOGY   (China)

^b UNIVERSITY OF LIVERPOOL   (United Kingdom)

Author keywords

Carbon fibre sheets; Numerical simulation; Reinforced concrete beams; Strengthening; Test

Indexed keywords

COMPOSITE MATERIALS; COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; CRACK PROPAGATION; CRACKS; DUCTILITY; STIFFNESS; STRESSES;

CARBON FIBRE SHEETS; REINFORCED CONCRETE BEAMS; STRENGTHENING; TEST;

CARBON FIBER REINFORCED PLASTICS;

EID: 33745216667     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2005.06.020     Document Type: Article

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