Struktura obiektu

Autor:

Al-Jelawy, Haider M. ; Al-Rumaithi, Ayad ; Fadhil, Aqeel T. ; Al-Sherrawi, Mohannad H.

Współtwórca:

Jurczak, Paweł - red.

Tytuł:

Probabilistic mesoscale analysis of concrete beams subjected to flexure

Tytuł publikacji grupowej:

IJAME, volume 26 (2021)

Temat i słowa kluczowe:

concrete beam ; flexure ; grading curve ; mesoscale ; probabilistic analysis ; uncertainty

Abstract:

In this paper, the probabilistic behavior of plain concrete beams subjected to flexure is studied using a continuous mesoscale model. The model is two-dimensional where aggregate and mortar are treated as separate constituents having their own characteristic properties. The aggregate is represented as ellipses and generated under prescribed grading curves. ; Ellipses are randomly placed so it requires probabilistic analysis for model using the Monte Carlo simulation with 20 realizations to represent geometry uncertainty. The nonlinear behavior is simulated with an isotropic damage model for the mortar, while the aggregate is assumed to be elastic. ; The isotropic damage model softening behavior is defined in terms of fracture mechanics parameters. This damage model is compared with the fixed crack model in macroscale study before using it in the mesoscale model. Then, it is used in the mesoscale model to simulate flexure test and compared to experimental data and shows a good agreement. ; The probabilistic behavior of the model response is presented through the standard deviation, moment parameters and cumulative probability density functions in different loading stages. It shows variation of the probabilistic characteristics between pre-peak and post-peak behaviour of load-CMOD curves.

Wydawca:

Zielona Góra: Uniwersytet Zielonogórski

Data wydania:

2021

Typ zasobu:

artykuł

Format:

application/pdf

DOI:

10.2478/ijame-2021-0032

Strony:

12-27

Źródło:

IJAME, volume 26, number 3 (2021)

Jezyk:

eng

Licencja:

CC 4.0

Licencja CC BY-NC-ND 4.0:

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Prawa do dysponowania publikacją:

Biblioteka Uniwersytetu Zielonogórskiego