Strength of circular hollow sections (CHS) tubular beams externally reinforced by carbon FRP sheets in pure bending

Thin-Walled Structures

Volumn 47, Issue 10, 2009, Pages 1136-1147

  Haedir, J ^a   Bambach, M R ^a   Zhao, X L ^a   Grzebieta, R H ^b  

^a MONASH UNIVERSITY   (Australia)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Carbon FRP sheets; CHS beams; Circumferentially reinforced; Local buckling; Pure bending; Strength

Indexed keywords

CARBON FRP SHEETS; CHS BEAMS; CIRCUMFERENTIALLY REINFORCED; LOCAL BUCKLING; PURE BENDING; STRENGTH;

BRIDGE DECKS; BUCKLING; BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; COMPOSITE MICROMECHANICS; FIBER REINFORCED PLASTICS; FIBERS; JOINTS (STRUCTURAL COMPONENTS); PAPER SHEETING; PHOTOLITHOGRAPHY; REINFORCED PLASTICS; REINFORCEMENT; STEEL; TENSILE STRENGTH; THIN WALLED STRUCTURES; TUBULAR STEEL STRUCTURES;

BENDING STRENGTH;

EID: 67651151240     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2008.10.017     Document Type: Article

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