Research Article
Jan 1955
Impulsive Motion of Elasto-Plastic Beams
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 120, Issue 1
Abstract
A general analysis is made of the vibrations of elasto-plastic structures. This analysis is applied to free-free beams moving under dynamic forces. The motion during the successive elastic and elasto-plastic stages is expressed in terms of the normal modes of the structure; the maximum plastic angle is evaluated. The case of impulsive loads (initial velocities), which is of practical interest, is considered specifically; by using simplifying assumptions, upper and (often) lower bounds of the plastic angle can be determined.
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© 1955 American Society of Civil Engineers.
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Published in print: Jan 1955
Published online: Feb 10, 2021
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Hans H. Bleich, M.ASCE
Prof. of Civ. Eng., Columbia Univ., New York, N. Y.
Mario G. Salvadori, M.ASCE
Prof. of Civ. Eng., Columbia Univ., New York, N. Y.
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