Determining the optimum severity of damage using model performance analysis methods

Santatra Mitsinjo RANDRIANARISOA; Gilbert-Rainer GILLICH

doi:10.24193/subbeng.2024.1.5

Authors

Santatra Mitsinjo RANDRIANARISOA Institut Supérieur de Technologie d’Antananarivo, Ecole du Génie Civil, Rue Dr Rasoamiaramanana Iadiambola, Ampasapito RN2, Antananarivo 101, Madagascar, ramitsinjo@yahoo.fr (*corresponding author)
Gilbert-Rainer GILLICH Babeș-Bolyai University Cluj-Napoca, Romania, Department of Engineering Science, Faculty of Engineering, Piaţa Traian Vuia, nr. 1-4, 320085, Reşiţa, gilbert.gillich@ubbcluj.ro https://orcid.org/0000-0003-4962-2567

DOI:

https://doi.org/10.24193/subbeng.2024.1.5

Keywords:

cantilever beam, frequencies, RMSE, SolidWorks, vibration modes

Abstract

In this work, we have considered a cantilever beam with a rectangular plastic cross-section, reinforced by four wire reinforcements made of ductile Iron. It was studied using numerical resolution based on theoretical formulae and then simulated using Solidworks software. A comparison of the results on the frequency ratios between the theoretical and numerical by Solidworks models gave a low error of 1.389% with a high correlation coefficient of around 0.959. Then, two top reinforcements inside the beam were cut in order to study the behavior of the intact beam and the damaged beam. Using the simulation results, we found an accurate damage severity using a mathematical method based on error deviation indicators or Model Performance Analysis (MPA).

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