Research Article
Apr 1977
Behavior of Concrete Beams in Torsion and Bending
Publication: Journal of the Structural Division
Volume 103, Issue 4
Abstract
Using the familiar skew-bending model, a general theory is developed for reinforced concrete beams in combined torsion and bending. The theory is applied to predict the complete behavior of beams up to failure, the strengths of overreinforced and underreinforced beams, and balanced steel ratios. Agreement between the theory and available test data is remarkably good. The paper also includes a simplified method for the calculation of strength of partially or fully overreinforced beams.
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Published In
Journal of the Structural Division
Volume 103 • Issue 4 • April 1977
Pages: 759 - 772
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Apr 1977
Published online: Feb 1, 2021
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Authors
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B.Vijaya Rangan, M.ASCE
Sr. Lect., School of Civ. Engrg., Univ. of New South Wales, Kensington, NSW, Australia
Russell F. Staley
Teaching Fellow, School of Civ. Engrg., Univ. of New South Wales, Kensington, NSW, Australia
A.Stanley Hall
Prof. and Head, School of Civ. Engrg., Univ. of New South Wales, Kensington, NSW, Australia
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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.