The contact separation of a finite beam from the tensionless Winkler foundation due to the force acting at the one beam end
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Publisher
Centre for Evaluation in Education and Science (CEON/CEES)
Link
https://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2018/0040-21761804479M.pdf
Reference10 articles.
1. Weitsman Y, On Foundations That React in Compression Only, Journal of Applied Mechanics, Vol. 37, No.4, pp. 1019-1030, 1970.;
2. Kaschievt M. S, Mikhajlovt K. A Beam Resting on a Tensionless Winkler Foundation, Computers & Structures, Vol. 55. No. 2. pp. 261-264. 1995.;
3. Zhang Y, Murphy K. D, Response of a finite beam in contact with a tensionless foundation under symmetric and asymmetric loading, International Journal of Solids and Structures, Vol. 41, No. 24-25, pp. 6745-6758, 2004.;
4. Ma X, Butterworth J. W, Clifton G. C, Response of an infinite beam resting on a tensionless elastic foundation subjected to arbitrarily complex transverse loads, Mechanics Research Communications, Vol. 36, No. 7, pp. 818-825, 2009.;
5. Chen J. S, Wu H. H, Response of a Buckled Beam Constrained by a Tensionless Elastic Foundation, Journal of Engineering Mechanics, Vol. 137, No. 6, pp. 383-389, 2011.;
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