Continuous concrete beams reinforced with CFRP bars

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 161, Issue 6, 2008, Pages 349-357

  Ashour, Ashraf Fawzy ^a   Habeeb, Mohamed Nageeb ^b  

^a UNIVERSITY OF BRADFORD   (United Kingdom)

^b Leeds College of Building   (United Kingdom)

Author keywords

Building, structures design; Composite structures; Concrete structures

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; CARBON FIBERS; COMPOSITE STRUCTURES; CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; REINFORCED CONCRETE;

AMERICAN CONCRETE INSTITUTE; CARBON FIBRE REINFORCED POLYMER; CFRP REINFORCED CONCRETE; CFRP REINFORCEMENTS; LOAD CAPACITY; MAIN PARAMETERS; POTENTIAL CAPABILITY; SIMPLY SUPPORTED;

CONCRETE TESTING;

ARCHITECTURAL DESIGN; COMPARATIVE STUDY; COMPOSITE; CONCRETE STRUCTURE; CRACK PROPAGATION; DEFLECTION; LOADING TEST; POLYMER; REINFORCED CONCRETE; STEEL;

EID: 57849083558     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/stbu.2008.161.6.349     Document Type: Article

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