Research Article
Aug 1977
Post-Crushing Behavior of Bound Concrete Beams
Publication: Journal of the Structural Division
Volume 103, Issue 8
Abstract
The behavior of reinforced concrete beams in the range of behavior in which moment is decreasing while deformation continues to increase, the post-crushing range, was studied. Tests on six beams with transverse steel alone and with both compressive and transverse steel are reported. A theoretical model of the failure mechanism in the crushing zone is presented and theoretical rotations and deflections are computer based on that model. Theoretical values are compared with experimental results. Good correlation is obtained for curvatures up to six times those corresponding to the maximum moment.
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Information
Published In
Journal of the Structural Division
Volume 103 • Issue 8 • August 1977
Pages: 1643 - 1654
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Aug 1977
Published online: Feb 1, 2021
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Authors
Affiliations
Mohammad Iqbal, AM.ASCE
Struct Engr., Engrg. Services Dept., Portland Cement Assoc., Skokie, Ill.
David S. Hatcher, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Washington Univ., St. Louis, Mo.
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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.