Calculation of Failure Probability of Constantly Loaded Cantilever Beam by Monte Carlo Method

In this paper, we demonstrate a probabilistic approach to the design of structures on a cantilever beam with constant load. Individual variables in the mathematical model are not represented deterministically by their specifc values but randomly by probability distributions. Normal distribution is u...

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Bibliographic Details
Main Authors: Páleš Dušan, Balková Milada, Karandušovská Ingrid
Format: Article
Language:English
Published: Sciendo 2014-10-01
Series:Acta Technologica Agriculturae
Subjects:
Online Access:https://doi.org/10.2478/ata-2014-0018