Research Article
Oct 1973
Nonlinear Discrete Element Analysis of Frames
Publication: Journal of the Structural Division
Volume 99, Issue 10
Abstract
A discrete element model of plane frame members is presented that can represent the nonlinear behavior of plane frame members. Nonlinear stress-strain curves, nonlinear soil support characteristics, and the nonlinearities associated with the change in geometry of the structure under load are handled simultaneously in the discrete element model. The tangent stiffness method is used in developing an iterative solution for the displacements of the frame joints. The solution has been programmed and is capable of solving a wide variety of practical problems such as large plane frame supported on piles driven into a highly nonlinear soil and subjected to complex loading conditions that cause large displacements, nonlinear stress-strain response, and nonlinear soil structure interaction.
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Information
Published In
Journal of the Structural Division
Volume 99 • Issue 10 • October 1973
Pages: 2011 - 2030
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Oct 1973
Published online: Feb 1, 2021
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Authors
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Clifford O. Hays Jr., AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Florida, Gainesville, Fla.
Hudson Matlock, M.ASCE
Prof. and Chmn., Dept. of Civ. Engrg., Univ. of Texas, Austin, Tex.
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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.