Smooth Asymmetric Two-dimensional Indentation of a Finite Elastic Beam
Abstract
Standard methods of beam indentation analysis use a beam theory solution to obtain the load-displacement relationship and a Hertz solution to calculate local stresses. However, when the contact length exceeds the thickness of the beam point contact can no longer be assumed and Hertzian relations are no longer valid. This paper presents an improved superposition solution technique that uses a true elasticity solution to obtain the load-displacement relationship in non-Hertzian indentation problems.
Recommended Citation
M. Zhou and W. P. Schonberg, "Smooth Asymmetric Two-dimensional Indentation of a Finite Elastic Beam," Journal of Applied Mechanics, Transactions ASME, vol. 68, no. 2, pp. 357 - 360, American Society of Mechanical Engineers, Jan 2001.
The definitive version is available at https://doi.org/10.1115/1.1352068
Department(s)
Civil, Architectural and Environmental Engineering
International Standard Serial Number (ISSN)
0021-8936
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 American Society of Mechanical Engineers, All rights reserved.
Publication Date
01 Jan 2001