Research Article
Dec 1982
Torsional Dynamic Response of Solid Systems
Authors: Robert Henke, AM.ASCE, E. Benjamin Wylie, M.ASCE, and Frank E. Richart Jr., F.ASCEAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 108, Issue 6
Abstract
A practical numerical method which solves the multidimensional axisymmetric torsional wave equation for linear and nonlinear inelastic solids was developed by Henke. The application of this procedure is the prediction of the dynamic response of soil-foundation systems subjected to torsional loads having a broad range of intensities. Here the method is further validated. Two solutions giving the steady state response of a linear half space to different loadings are found to agree with analytical solutions. A third study considers the transient response of a rigid disk on a nonlinear as well as linear half space. Slip is permitted at the interface between the disk and half space. Since analytical solutions were not found, examples are validated using an energy balance. In all studies physical and mathematical aspects of the solutions are discussed. It is concluded that to predict accurately the dynamic response of a soil-foundation system, nonlinear inelasticity must be taken into account if large shearing strains are developed and that the developed numerical method is practical and accurate.
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Published In
Journal of the Engineering Mechanics Division
Volume 108 • Issue 6 • December 1982
Pages: 1067 - 1085
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Dec 1982
Published online: Feb 3, 2021
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Authors
Affiliations
Robert Henke, AM.ASCE
Sr. Research Engr., Exxon Production Research Company, Houston, Tex. 77001
E. Benjamin Wylie, M.ASCE
Professor of Civil Engineering, Univ. of Michigan, Ann Arbor, Mich. 48109
Frank E. Richart Jr., F.ASCE
Professor of Civil Engineering, Univ. of Michigan, Ann Arbor, Mich. 48109
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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.