Fatigue and overloading behavior of steel-concrete composite flexural members strengthened with high modulus CFRP materials

Journal of Composites for Construction

Volumn 11, Issue 6, 2007, Pages 659-669

  Dawood, M ^a   Rizkalla, S ^b   Sumner, E ^a  

^a NORTH CAROLINA STATE UNIVERSITY   (United States)

^b North Carolina State University   (United States)

Author keywords

Beams; Bridges; Composite materials; Fatigue; Fiber reinforced polymers; Flexure

Indexed keywords

ANALYTICAL MODEL; FIBER REINFORCED POLYMERS; STRENGTHENING MATERIAL;

BENDING STRENGTH; COMPOSITE MATERIALS; CONCRETE CONSTRUCTION; CORROSION; FATIGUE OF MATERIALS; STEEL;

STRUCTURAL LOADS;

EID: 36249004257     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2007)11:6(659)     Document Type: Article

References (15)

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