Fiber-Reinforced Concrete Finite Element Solver

Fiber-Reinforced Concrete Finite Element Solver
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Mise à jour 30 sept. 2022

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Fiber-Reinforced concrete finite element solver based on the mesoscale model described in the reference [1]. Example files for the analysis of FRC beams subjected to three-point bending tests are provided in the folder Run Flexure as follows:
1-Example_One_Realization.m: executes one realization of the analysis.
2-Example_Multiple_Realizations.m: executes multiple realizations of the analysis, then the results are saved in a folder.
3-Example_Multiple_Realizations_Size_Effect.m: executes multiple realizations of the analysis for a certain size scale, then the results are saved in a folder.
4-Example_Multiple_Realizations_Size_Effect_Meso_Macro.m: executes multiple realizations of the analysis for a certain size scale, then the results are saved in a folder. In order to save computation time for large size scales, steel fibers are simulated only in the center of the beam near the notch location.
In the above examples, Orientation=[]; which means the fibers are randomly oriented. In order to generate alligned fibers, change Orientation variable to the following values:
1-Alligned to x-axis: Orientation=[1 ; 1e-6 ; 1e-6];
2-Alligned to y-axis: Orientation=[1e-6 ; 1 ; 1e-6];
3-Alligned to z-axis: Orientation=[1e-6 ; 1e-6 ; 1];
references:
[1] Al-Ahmed, Ali Hussein Ali, et al. "Mesoscale analysis of Fiber-Reinforced concrete beams." Engineering Structures 266 (2022): 114575.

Citation pour cette source

Ayad Al-Rumaithi (2024). Fiber-Reinforced Concrete Finite Element Solver (https://www.mathworks.com/matlabcentral/fileexchange/118305-fiber-reinforced-concrete-finite-element-solver), MATLAB Central File Exchange. Récupéré le .

Compatibilité avec les versions de MATLAB
Créé avec R2017b
Compatible avec toutes les versions
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Version Publié le Notes de version
1.0.1

Description

1.0.0