Flexural behaviour of indeterminate concrete beams reinforced with FRP bars

Engineering Structures

Volumn 30, Issue 9, 2008, Pages 2370-2380

  Gravina, R J ^a   Smith, S T ^b  

^a RMIT UNIVERSITY   (Australia)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Analysis; Fibre reinforced polymer (FRP) bars; Indeterminate beams; Local deformation model; Moment redistribution; Reinforced concrete

Indexed keywords

BARS (METAL); BENDING (DEFORMATION); CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; CONCRETE PRODUCTS; CRACKS; DEFORMATION; FIBER REINFORCED PLASTICS; MATHEMATICAL MODELS; PARAMETER ESTIMATION;

ANALYSIS; BOND CHARACTERISTICS; CONCRETE BEAMS; CONTINUOUS BEAMS; CRACK SPACINGS; CRACK WIDTHS; FIBRE REINFORCED POLYMER (FRP) BARS; FIBRE-REINFORCED POLYMER; FLEXURAL CRACKS; FRP BARS; HIGHLY STRESSED REGIONS; INDETERMINATE BEAMS; INPUT PARAMETERS; LOCAL DEFORMATION MODEL; LOCAL DEFORMATIONS; MOMENT DISTRIBUTIONS; MOMENT REDISTRIBUTION; REINFORCED CONCRETE; SIMPLY SUPPORTED; STEEL BARS;

REINFORCED PLASTICS;

DEFORMATION; DUCTILITY; MODELING; REINFORCED CONCRETE; STEEL STRUCTURE;

EID: 50149107802     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.12.019     Document Type: Article

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