Research Article
Oct 1978
Finite Element Analysis of Contact Problems
Publication: Journal of the Engineering Mechanics Division
Volume 104, Issue 5
Abstract
A finite element procedure for modeling the interaction of contacting bodies is developed and illustrated. The model is capable of accounting for both slippage and separation of the mating surfaces. In addition, the bond springs, which in certain situations are used in the nonslip model, can be used to capture local deformation phenomena such as edge effects and local deformation caused by asperities, etc. The capabilities of the model for representing reinforced concrete bond, reinforced soil bond, soil structure interaction, and testing machine-sample interaction are considered. Numerical examples are given for modeling of concrete-reinforcement bond, pile-soil interaction, and footing-soil interaction; the results for the first two examples are compared to available experimental results.
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Published In
Journal of the Engineering Mechanics Division
Volume 104 • Issue 5 • October 1978
Pages: 1043 - 1057
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Oct 1978
Published online: Feb 3, 2021
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Authors
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Leonard R. Herrmann, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Davis, 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.