Research Article
Jul 1971
Significance and Application of Stub Column Test Results
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VIEW THE REPLYAuthors: Ching K. Yu, AM.ASCE, and Lambert Tall, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 97, Issue 7
Abstract
The basic relationship is established between the stress-strain curve obtained from a stub column test and the basic column strength curve. Charts are prepared to allow the prediction of the buckling load of steel columns from stub column results. This approach simplifies the process of predicting column strength and eliminates full-scale column tests and the measurement of residual stresses.
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Published In
Journal of the Structural Division
Volume 97 • Issue 7 • July 1971
Pages: 1841 - 1861
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jul 1971
Published online: Feb 1, 2021
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Affiliations
Ching K. Yu, AM.ASCE
Assoc. Prof. of Civ. Engrg., St. Louis Univ., Inst. of Tech., St. Louis Mo.; formerly with Lehigh Univ., Bethlehem, Pa.
Lambert Tall, M.ASCE
Dir., Div. for Fatigue and Fracture and Prof. of Civ. Engrg., 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.