INELASTIC FLANGE BUCKLING OF CURVED PLATE GIRDERS

LOCAL BUCKLING OF THE FLANGES OF HORIZONTALLY CURVED PLATE GIRDERS IS STUDIED ANALYTICALLY. BUCKLING IN BOTH THE ELASTIC AND INELASTIC RANGE IS CONSIDERED. THE MATHEMATICAL MODEL CONSISTS OF SMALL DEFLECTION PLATE EQUATIONS FOR AN ISOTROPIC MEDIA IN THE ELASTIC RANGE AND AN ORTHOTROPIC MEDIA IN THE INELASTIC RANGE. PREBUCKLING STRESSES DUE TO BENDING AND NONUNIFORM TORSION AND RESIDUAL STRESSES DUE TO THE FABRICATION PROCESS ARE INCLUDED IN THE MATHEMATICAL MODEL. THE INFLUENCE OF THE STRESS DISTRIBUTION AND YIELDING OF PORTIONS OF THE CURVED PLATE ON THE BUCKLING COEFFICIENTS IS STUDIED. PLATE BUCKLING CURVES RELATING THE INTERNAL FORCES IN CURVED BEAMS TO THE FLANGE DIMENSIONS, WIDTH-TO- THICKNESS RATIO, REQUIRED TO PREVENT BUCKLING ARE ALSO PRESENTED. /ASCE/

• Supplemental Notes:
  • Vol 97, No ST 4, PROC PAPER 8072, PP 1239-1256, 11 FIG,
• Authors:
  • Culver, C G
  • Nasir, G
• Publication Date: 1971-4

Media Info

• Serial:
  • Journal of the Structural Division
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Bending; Buckling; Curved beams; Deflection; Deformation curve; Flanges; Isotropy; Mathematical models; Orthotropic; Plate girders; Structural plates; Torsion; Yield strength
• Old TRIS Terms: Curved plates
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209412
• Record Type: Publication
• Files: TRIS
• Created Date: Jun 22 1971 12:00AM