Beam on tensionless Foundation

Autor:	Nien-chien Tsai, Russell A. Westmann
Rok vydání:	1967
Předmět:	Physics Classical mechanics Deflection (engineering) Numerical analysis Mathematical analysis General Engineering Physics::Accelerator Physics General Earth and Planetary Sciences Bilinear interpolation Nonlinear integral equation Integral equation Beam (structure) General Environmental Science
Zdroj:	Journal of the Engineering Mechanics Division. 93:1-12
ISSN:	2690-2427 0044-7951
DOI:	10.1061/jmcea3.0000889
Popis:	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.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::a07288ff95efe39ee3699c2d1ab91d37 https://doi.org/10.1061/jmcea3.0000889 Zobrazit plný text záznamu