Beam on tensionless Foundation
- 1 October 1967
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Engineering Mechanics Division
- Vol. 93 (5) , 1-12
- https://doi.org/10.1061/jmcea3.0000889
Abstract
The problem of determining the response of a loaded beam on a bilinear Winkler foundation is solved. The problem of a tensionless foundation is then treated as a limiting case. The nonlinear integral equation formulation is solved numerically. Results for the beam deflections, moments, and shears are presented graphically.Keywords
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