Research Article
Jan 1961
Long Columns: Ultimate Strength of Hinged Columns
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VIEW THE REPLYAuthors: Bengt Broms, M.ASCE, and I. M. Viest, F.ASCEAuthor Affiliations
Publication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 2
Abstract
Theoretical analyses are presented for the ultimate strength of long hinged reinforced concrete columns. Both concentric and eccentric loads are considered. The treatment of concentrically loaded columns is based on Engesser's tangent modulus formula and the treatment of eccentrically loaded columns is based on the principles advanced by von Kármán. Both analyses utilize the stress-strain relationship for concrete determined by Hognestad from tests of short eccentrically loaded columns.
The analyses are compared with the test results of six experimental investigations carried out in the past. The test data, including 48 concentrically and 79 eccentrically loaded long hinged columns and the analyses are in good agreement, thus indicating that the analyses with their basic assumptions yield reliable results.
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Published In
Transactions of the American Society of Civil Engineers
Volume 126 • Issue 2 • January 1961
Pages: 309 - 339
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: Jan 1961
Published online: Feb 10, 2021
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Authors
Affiliations
Bengt Broms, M.ASCE
Assoc. Prof. of Civ. Engrg., Cornell Univ., Ithaca, N. Y.; formerly Research Asst., Dept. of Theoretical and Applied Mechanics, Univ. of Illinois, Urbana, Ill.
I. M. Viest, F.ASCE
Bridge Research Engr., ASSHO Road Test, Ottawa Ill.; formerly Research Assoc. Prof. of Theoretical and Applied Mechanics, Univ. of Illinois, Urbana, Ill.
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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.