Research Article
Oct 1973
Finite Element Analysis of Reinforced Concrete
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 99, Issue 10
Abstract
Cracking, crushing, and yielding of reinforced concrete beams is investigated by the finite element technique. Three-dimensional, 20-node isoparametric elements are used. The analysis incorporates the elasto-plastic behavior of concrete and reinforcing steel and the cracking of concrete stressed in tension beyond a limiting tensile stress. Shear retention in the cracking plane is also considered. The results obtained by this procedure compare well with those obtained experimentally and analytically.
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Published In
Journal of the Structural Division
Volume 99 • Issue 10 • October 1973
Pages: 2109 - 2122
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Oct 1973
Published online: Feb 1, 2021
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Mubbada Suidan, AM.ASCE
Design Engr., Dar al Handasah (Taleb), Beirut, Lebanon, and Lect., American Univ. of Beirut, Beirut, Lebanon
William C. Schnobrich, M.ASCE
Prof. of Civ. Engrg., Univ. of Illinois, Urbana-Champaign, 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.