Brief Report
May 1973
Finite Element Method Accuracy for Wave Propagation Problems
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 5
Abstract
The purpose of this paper is presentation of the results of a study concerning the accuracy of displacements caused by a single, harmonic, one-dimensional elastic wave propagating through a finite element mesh. Results are presented for the steady-state response of a finite model of the semi-infinite elastic constrained rod; both the homogeneous and two material cases were analyzed.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 5 • May 1973
Pages: 421 - 427
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: May 1973
Published online: Feb 12, 2021
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Roger L. Kuhlemeyer, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Calgary, Calgary, Alberta, Canada
John Lysmer, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
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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.