Ply angle effect on fiber composite wrapped reinforced concrete beam-column connections under combined axial and cyclic loads

Composite Structures

Volumn 82, Issue 4, 2008, Pages 532-538

  Parvin, Azadeh ^a   Wu, Shanhong ^a  

^a The University of Toledo   (United States)

Author keywords

Beam column joints; Composite wrap; Concrete; Ductility; Fibers; Strength

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; REINFORCED CONCRETE; THREE DIMENSIONAL;

BEAM-COLUMN JOINTS; COMPOSITE WRAP; PLY ANGLE EFFECT;

COMPOSITE STRUCTURES;

CARBON FIBER; COMPUTER SIMULATION; CONCRETE; FIBER REINFORCED COMPOSITE; FINITE ELEMENT ANALYSIS; LOADING (TESTING); MATHEMATICAL ANALYSIS; MATHEMATICAL MODEL; SOFTWARE; STRENGTH;

EID: 35148883732     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2007.02.004     Document Type: Article

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