Research Article
Sep 1981
Steel Struts under Severe Cyclic Loadings
Authors: Egor P. Popov, F.ASCE, and R. Gary BlackAuthor Affiliations
Publication: Journal of the Structural Division
Volume 107, Issue 9
Abstract
An experimental study is presented of the inelastic behavior of axially loaded steel members subjected to repeated buckling and stretching. Tests on 24 commercially available steel struts commonly used as bracing members are reported. A large variety of shapes were tested including wide flanges, structural tees, double-angles, a double-channel, and thick and thin-walled square and round tubes. The boundary conditions were of two types, pinned-pinned and fixed-pinned, while the effective slenderness ratios were either 40, 80, or 120. The effects were investigated of loading patterns, end conditions, cross-sectional shapes, and slenderness ratios on the hysteresis response of members. An explanation is given regarding the fundamental mechanisms responsible for the observed degradation in the buckling load capacity during inelastic cycling.
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Published In
Journal of the Structural Division
Volume 107 • Issue 9 • September 1981
Pages: 1857 - 1884
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Sep 1981
Published online: Feb 1, 2021
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Authors
Affiliations
Egor P. Popov, F.ASCE
Prof., Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif. 94720
R. Gary Black
Grad. Student, Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif. 94720
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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.