Research Article
Feb 1982
Modified Analysis of Reinforced Concrete Beams
Publication: Journal of the Structural Division
Volume 108, Issue 2
Abstract
A method for analyzing reinforced concrete beams and beamcolumns is developed, and the analytical results are compared to experimental data obtained by other investigators. The present method employs the stressstrain relationships for reinforced concrete and steel bars, and considers the combined effects of flexure, shear, and axial forces. The ultimate flexural moment and rotation capacities of reinforced concrete beams is associated with the amount of shear reinforcement provided. As a result, a relationship is proposed between the ultimate flexural moment capacity, the amount of shear reinforcement, and the inclination of cracks.
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Published In
Journal of the Structural Division
Volume 108 • Issue 2 • February 1982
Pages: 457 - 475
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Feb 1982
Published online: Feb 1, 2021
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Theodor Krauthammer, AM.ASCE
Sr. Engr., Applied Research Assocs., Inc., 2101 San Pedro Blvd., N.E., Suite A, Albuquerque, N.M. 87110
William J. Hall, F.ASCE
Prof. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, 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.