Research Article
Jan 1955
Inelastic Behavior of Reinforced Concrete Members
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 120, Issue 1
Abstract
An experimentally determined stress-strain relationship for concrete in compression (as a result of flexure) is developed herein. A theory of inelastic flexure based on this relationship is formulated to explain the behavior of reinforced concrete members and to predict ultimate loads. Close agreement is found between the theoretical results and experimental data. A method for determining the collapse loads of statically indeterminate beams is given and is used in checking the test results obtained for three such beams.
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Published In
Transactions of the American Society of Civil Engineers
Volume 120 • Issue 1 • January 1955
Pages: 181 - 202
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© 1955 American Society of Civil Engineers.
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Published in print: Jan 1955
Published online: Feb 10, 2021
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Authors
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Lawrence H. N. Lee, AM.ASCE
Asst. Prof. of Eng. Mechanics, Univ. of Notre Dame, Notre Dame, Ind.
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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.