Behaviour of fire-exposed concrete-filled steel tubular beam columns repaired with CFRP wraps

Thin-Walled Structures

Volumn 45, Issue 1, 2007, Pages 63-76

  Tao, Zhong ^a   Han, Lin Hai ^b  

^a FUZHOU UNIVERSITY   (China)

^b TSINGHUA UNIVERSITY   (China)

Author keywords

Beam columns; Concrete filled steel tubes (CFST); Fire exposed; FRP; Post fire; Repair; Residual strength

Indexed keywords

BENDING MOMENTS; CARBON FIBER REINFORCED PLASTICS; CONCRETE CONSTRUCTION; DUCTILITY; FIRE PROTECTION; REPAIR; STRUCTURAL LOADS;

BEAM COLUMNS; CONCRETE FILLED STEEL TUBES (CFST); PEAK LOADS; RESIDUAL STRENGTH;

STEEL BEAMS AND GIRDERS;

EID: 33947515116     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2006.11.004     Document Type: Article

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