Research Article
Jan 1963
Strength of Round Columns
Publication: Transactions of the American Society of Civil Engineers
Volume 128, Issue 2
Abstract
Results of an experimental investigation on the strength of axially and eccentrically loaded solid round columns of 2-3/4 in. diameter are presented. The tests were performed primarily on stress-relieved “T-1” constructional alloy steel bars. Nine axially loaded column tests and two eccentrically loaded column tests are reported. Comparison with a theory based on the “tangent modulus” concept for axially loaded columns, and with an inelastic-strength theory for the eccentrically loaded columns, shows that the ultimate strength of solid round columns may be predicted adequately by theory.
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Published In
Transactions of the American Society of Civil Engineers
Volume 128 • Issue 2 • January 1963
Pages: 466 - 482
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Jan 1963
Published online: Feb 10, 2021
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Authors
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Yuzuru Fujita
Asst. Prof., Univ. of Tokyo, Tokyo, Japan; formerly at Fritz Lab., Lehigh Univ., Bethlehem, Pa.
George C. Driscoll Jr., M.ASCE
Research Assoc. Prof. of Civ. Engrg., Fritz Lab., Lehigh Univ., Bethlehem, Pa.
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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.