Title: Reliability analysis of beam on elastic nonlinear foundation
Authors: Frydrýšek, Karel
Citation: Applied and Computational Mechanics. 2007, vol. 1, no. 2, p. 445-452.
Issue Date: 2007
Publisher: University of West Bohemia
Document type: článek
URI: http://www.kme.zcu.cz/acm/old_acm/full_papers/acm_vol1no2_p053.pdf
ISSN: 1802-680X (Print)
2336-1182 (Online)
Keywords: nosníky;pružné podloží;simulace a modelování;matematické modelování;nelinearita;pravděpodobnostní metody
Keywords in different language: beams;elastic foundation;simulation and modelling;mathematical modelling;nonlinearity;probability methods
Abstract: This paper is focused on the solution of simple beam continually supported by elastic (Winkler's) foundation. The foundation contains longitudinal nonlinearity. For the calculation of displacements and bending stresses are used analytical procedures (approximate solution in the form of polynomial function) and probabilistic approaches (SBRA method, Monte Carlo Simulation Method, AntHill software). Probabilistic approach includes influences of variability of load, shape and material of the beam, and variability of modulus of the foundation. Probabilistic approach is used for the reliability expertise of the beam and calculation of safety.
Rights: © 2007 University of West Bohemia. All rights reserved.
Appears in Collections:Volume 1, number 2 (2007)
Volume 1, number 2 (2007)

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Please use this identifier to cite or link to this item: http://hdl.handle.net/11025/1933

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