Research Article
May 1976
Inelastic Cycles of Axially Loaded Steel Members
Publication: Journal of the Structural Division
Volume 102, Issue 5
Abstract
Sixteen fixed-ended steel bars of rectangular cross section 1/2 in. x 1 (12.7 x 25.4-mm) and (12.7-mmand of various lengths were tested under 25.4-mm) nder static and dynamic loads to determine the cyclic hysteretic response of steel columns. The specimens were subjected to tensile yielding, post-buckling deflection cycles. Column slenderness ratios ranged from 85 to 210. This research complemented a corresponding elasto-plastic theoretical development; the experimental results generally agreed with theoretical predictions, yet significant deviations were noted. Principal findings were that the buckling load decreased with number of cycles, the columns exhibited net tensile or compressive plastic deformation in a cycle depending on deflection level, and the static and dynamic responses were similar.
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Published In
Journal of the Structural Division
Volume 102 • Issue 5 • May 1976
Pages: 947 - 959
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: May 1976
Published online: Feb 1, 2021
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Authors
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Lawrence F. Kahn, AM.ASCE
Struct. Engr., Bechtel Power Corp., Ann Arbor, Mich.
Robert D. Hanson, M.ASCE
Prof. of Civ. Engrg., Univ. of Michigan, Ann Arbor. Mich.
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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.