Research Article
Apr 1971
Inelastic Flange Buckling of Curved Plate Girders
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 97, Issue 4
Abstract
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 the 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.
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Published In
Journal of the Structural Division
Volume 97 • Issue 4 • April 1971
Pages: 1239 - 1256
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Apr 1971
Published online: Feb 1, 2021
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Authors
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Charles G. Culver
Assoc. Prof., Dept. of Civ. Engrg., Carnegie-Mellon Univ., Pittsburgh, PA
Ghulam Nasir, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Kabul Univ., Kabul, Afghanistan; formerly, Grad. Student, Dept. of Civ. Engrg., Carnegie-Mellon Univ., Pittsburgh, PA
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.