Research Article
Aug 1971
Post Lateral Buckling Behavior of Beams
Publication: Journal of the Engineering Mechanics Division
Volume 97, Issue 4
Abstract
The large deflections which occur when a uniform rectangular cantilever beam has an end load greater than the lateral buckling load are found by solving a set of three simultaneous, first-order, nonlinear, differential equations. These equations, derived through considerations of moment equilibrium, are numerically integrated using the improved Euler method from the fixed end where boundary values are known, to the free end where boundary values must initially be guessed. The integration process is repeated until the computed boundary values at the free end are sufficiently close to the guessed values. Convergence problems arise for beam cross sections which are almost square. Deflections in three directions are presented graphically as a function of the length, width, height, and lateral buckling load of the beam.
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Published In
Journal of the Engineering Mechanics Division
Volume 97 • Issue 4 • August 1971
Pages: 1133 - 1143
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Aug 1971
Published online: Feb 3, 2021
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Authors
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Gerald Zamost, AM.ASCE
Asst. Prof. of Civ. Engrg.; Univ. of Rhode Island, Kingston, RI
E. Russell Johnston Jr., F.ASCE
Prof. of Civ. Engrg.; Univ. of Connecticut, Storrs, CT
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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.