Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Bilinear Winkler foundation"'
Publikováno v:
Acta Mechanica. 229:4141-4165
The present paper is concerned with the numerical modelization of the transient dynamic response of a simply supported Euler–Bernoulli elastic beam resting on a Winkler-type foundation, under the action of a transverse concentrated load, moving at
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::61e51acb84a9a6e36bf43695b5527f39
https://doi.org/10.1007/s00707-018-2213-4
https://doi.org/10.1007/s00707-018-2213-4
Autor:
Froio, Diego1 diego.froio@unibg.it, Rizzi, Egidio1 egidio.rizzi@unibg.it, Simões, Fernando M. F.2 fernando.simoes@tecnico.ulisboa.pt, Pinto Da Costa, António2 antonio.pinto.da.costa@tecnico.ulisboa.pt
Publikováno v:
Acta Mechanica. Oct2018, Vol. 229 Issue 10, p4141-4165. 25p.
Autor:
Lenci, Stefano1 (AUTHOR) lenci@univpm.it
Publikováno v:
International Journal of Mechanical Sciences. Oct2021, Vol. 207, pN.PAG-N.PAG. 1p.
Autor:
and, Mazilu
Publikováno v:
IOP Conference Series: Materials Science and Engineering; November 2018, Vol. 444 Issue: 4 p042004-042004, 1p
Publikováno v:
International Journal of Physical Modelling in Geotechnics; Mar2011, Vol. 11 Issue 1, p23-32, 10p
Autor:
T. Mazilu, C. I. Cruceanu
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 444:042004
This paper presents an analysis of the low frequency vibrations exerted by a simple oscillator travelling along an infinite and uniform beam laid on an elastic foundation having bilinear characteristic. In the railway domain, such a problem is intere
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::295374b368d3da90b87647ba38dc408b
https://doi.org/10.1088/1757-899x/444/4/042004
https://doi.org/10.1088/1757-899x/444/4/042004
Autor:
Nien-chien Tsai, Russell A. Westmann
Publikováno v:
Journal of the Engineering Mechanics Division. 93:1-12
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. Result
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a07288ff95efe39ee3699c2d1ab91d37
https://doi.org/10.1061/jmcea3.0000889
https://doi.org/10.1061/jmcea3.0000889