- Tytuł:
- Computer analysis of dynamic reliability of some concrete beam structure exhibiting random damping
- Autorzy:
-
Bredow, R.
Kamiński, M. - Powiązania:
- https://bibliotekanauki.pl/articles/1839888.pdf
- Data publikacji:
- 2021
- Wydawca:
- Uniwersytet Zielonogórski. Oficyna Wydawnicza
- Tematy:
-
analiza niezawodności
metoda elementów skończonych
drgania wymuszone
reliability analysis
spectral stochastic finite element method
generalized stochastic perturbation technique
forced vibrations
Runge-Kutta-Fehlberg method - Opis:
- An efficiency of the generalized tenth order stochastic perturbation technique in determination of the basic probabilistic characteristics of up to the fourth order of dynamic response of Euler-Bernoulli beams with Gaussian uncertain damping is verified in this work. This is done on civil engineering application of a two-bay reinforced concrete beam using the Stochastic Finite Element Method implementation and its contrast with traditional Monte-Carlo simulation based Finite Element Method study and also with the semi-analytical probabilistic approach. The special purpose numerical implementation of the entire Stochastic perturbation-based Finite Element Method has been entirely programmed in computer algebra system MAPLE 2019 using Runge-Kutta-Fehlberg method. Further usage of the proposed technique to analyze stochastic reliability of the given structure subjected to dynamic oscillatory excitation is also included and discussed here because of a complete lack of the additional detailed demands in the current European designing codes.
- Źródło:
-
International Journal of Applied Mechanics and Engineering; 2021, 26, 1; 45-64
1734-4492
2353-9003 - Pojawia się w:
- International Journal of Applied Mechanics and Engineering
- Dostawca treści:
- Biblioteka Nauki
Artykuł