Research Article
Feb 1970
Local Instability of Horizontally Curved Members
Publication: Journal of the Structural Division
Volume 96, Issue 2
Abstract
An analytical study of the elastic buckling behavior of the flanges of horizontally curved I-shaped girders is presented. The prebuckling flange stresses in the longitudinal and radial directions due to bending and nonuniform torsion are determined using an elasticity approach. The magnitudes of these stresses are compared with those resulting from a strength of materials approach. Using these stresses and the finite difference method, buckling coefficients, k, are obtained by treating the flanges of the girder as elastically restrained curved plates. The influence of curvature and the ratio of bending stress to warping normal stress on these buckling coefficients is evaluated. The buckling coefficients are compared with those for rectangular plates. Width to thickness requirements based on preventing local buckling in the elastic range are also obtained.
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Information
Published In
Journal of the Structural Division
Volume 96 • Issue 2 • February 1970
Pages: 245 - 265
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Feb 1970
Published online: Feb 1, 2021
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Authors
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Charles G. Culver, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Carnegie-Mellon Univ., Pittsburgh, Pa.
Ralph E. Frampton
Res. Engr., Struct. Div., Chicago Bridge and Iron, Plainfield, Ill.
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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.