This paper presents the results of an investigation into the behavior of an elastic beam that is loaded by a frictionless cylindrical indenter. Results are obtained using a solution which incorporates both local contact behavior as well as global beam behavior. The solution is obtained by superposing an elastic layer solution derived through the use of integral transforms and the cylindrical bending solution for a flat plate. The problem reduces to two coupled Fredholm integral equations of the second kind which are solved numerically. Local contact stresses and load-deflection relations are examined in detail for various geometric and contact parameters. The results are compared to Hertz theory contact stresses and beam theory deflection predictions.
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December 1993
Research Papers
Asymmetric Indentation of a Finite Elastically Supported Beam
J. A. Peck,
J. A. Peck
Civil and Environmental Engineering Department, The University of Alabama in Huntsville, Huntsville, AL 35899
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W. P. Schonberg
W. P. Schonberg
Civil and Environmental Engineering Department, The University of Alabama in Huntsville, Huntsville, AL 35899
Search for other works by this author on:
J. A. Peck
Civil and Environmental Engineering Department, The University of Alabama in Huntsville, Huntsville, AL 35899
W. P. Schonberg
Civil and Environmental Engineering Department, The University of Alabama in Huntsville, Huntsville, AL 35899
J. Appl. Mech. Dec 1993, 60(4): 1039-1045 (7 pages)
Published Online: December 1, 1993
Article history
Received:
February 21, 1992
Revised:
February 3, 1993
Online:
March 31, 2008
Citation
Peck, J. A., and Schonberg, W. P. (December 1, 1993). "Asymmetric Indentation of a Finite Elastically Supported Beam." ASME. J. Appl. Mech. December 1993; 60(4): 1039–1045. https://doi.org/10.1115/1.2900972
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