Research Article
Jul 1973
Nonlinear Layered Analysis of RC Plates and Shells
Authors: Frank R. Hand, AM.ASCE, David A. Pecknold, AM.ASCE, and William C. Schnobrich, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 7
Abstract
A layered nonlinear finite element analysis including the elastoplastic behavior of steel, bilinear elastoplastic behavior of concrete, and limiting tension of concrete is presented. The incremental-variable elasticity analysis technique is used to obtain the load deflection curve for any general plate or shell. The need for a shear retention factor to provide the torsional and shear stiffness for cracked concrete is examined. The failure of the constitutive relations for a layered material to uncouple and the resulting importance of the inplane degrees-of-freedom is also considered. Finally, some numerical examples, both plates and shells, are presented to demonstrate the accuracy of the incremental analysis.
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Published In
Journal of the Structural Division
Volume 99 • Issue 7 • July 1973
Pages: 1491 - 1505
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jul 1973
Published online: Feb 1, 2021
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Authors
Affiliations
Frank R. Hand, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Nebraska, Lincoln, NE
David A. Pecknold, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Illinois, Urbana, IL
William C. Schnobrich, AM.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Illinois, Urbana, IL
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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.