Computer analysis of dynamic reliability of some concrete beam structure exhibiting random damping

• Autorzy: Bredow R. , Kamiński M.

Identyfikatory

DOI

10.2478/ijame-2021-0003

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

reliability analysis; spectral stochastic finite element method; generalized stochastic perturbation technique; forced vibrations; Runge–Kutta–Fehlberg method

PL

analiza niezawodności; metoda elementów skończonych; drgania wymuszone

• Wydawca: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
• Czasopismo: International Journal of Applied Mechanics and Engineering
• Rocznik: 2021
• Tom: Vol. 26, no. 1
• Strony: 45--64
• Opis fizyczny: Bibliogr. 23 poz., rys., tab., wykr.

Twórcy

autor

Bredow R.

• Department of Structural Mechanics, Łódź University of Technology Al. Politechniki 6, 90-924 Łódź, POLAND

autor

Kamiński M.

• Department of Structural Mechanics, Łódź University of Technology Al. Politechniki 6, 90-924 Łódź, POLAND

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