Research Article
Aug 1981
Inelastic Lateral Torsional Buckling of Beams
Publication: Journal of the Structural Division
Volume 107, Issue 8
Abstract
A numerical procedure is presented for predicting elastic and inelastic beam buckling loads. The procedure uses a finite difference solution to the differential equations defining lateral torsional buckling. The reduction in beam stiffness in the inelastic range is estimated by using an approximate tangent modulus method. A computer program has been developed using the numerical procedure presented for general elastic and inelastic buckling solutions. Solutions from the program are compared against approximately 123 test buckling results. Inelastic program buckling solutions are compared with and without using the shear center adjustment method. The approximate tangent modulus method and the shear center adjustment method agreed favorably with the test results.
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Information
Published In
Journal of the Structural Division
Volume 107 • Issue 8 • August 1981
Pages: 1551 - 1567
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Aug 1981
Published online: Feb 1, 2021
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Authors
Affiliations
Bruce A. Hollinger
Engr., Floyd Browne Associates, Ltd., 181 South Main Street, P.O. Box 587, Marion, Ohio 43302; formerly, Computer Applications Engr., American Bridge Div. of USS, Pittsburgh, Penn
C. P. Mangelsdorf, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Pittsburgh, Pittsburgh, Penn
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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.