Resumen
The load variation during three-point bending (TPB) tests on prismatic Nestos (Greece) marble specimens instrumented by piezoelectric sensors is predicted using acoustic emission (AE) signals. The slope of the cumulative amplitude vs the predicted load curve is potentially useful for determining the forthcoming specimen failure as well as the indirect tensile strength of the material. The optimum artificial neural networks (ANN) model was selected based on a comparison of different machine learning techniques with respect to the root mean square error (RMSE) and the coefficient of determination (CoD). The top three best-performing techniques were decision trees, random forests and artificial neural networks. Results show that decision trees and random forests have a coefficient of determination of 98.8% and 99.2%, respectively. The artificial neural network has an accuracy of 99.6% with a root mean square error of 0.022. The comparison of results with experimental data shows that ANNs can potentially be utilized to predict rock behavior and/or establish a failure index.
| Idioma original | English |
|---|---|
| Páginas (desde-hasta) | 251-258 |
| Número de páginas | 8 |
| Publicación | Procedia Structural Integrity |
| Volumen | 33 |
| N.º | C |
| DOI | |
| Estado | Published - 2021 |
| Evento | 26th International Conference on Fracture and Structural Integrity, IGF26 2021 - Turin, Italy Duración: may 26 2021 → may 28 2021 |
Nota bibliográfica
Publisher Copyright:© 2021 The Authors. Published by Elsevier B.V.
ASJC Scopus subject areas
- Mechanics of Materials
- Mechanical Engineering
- General Materials Science
- Civil and Structural Engineering