Preprint Article Version 1 This version is not peer-reviewed

Experimental and Numerical Analysis of the Quasi-Static and Dynamic Behavior of Silicate Materials

Version 1 : Received: 6 November 2024 / Approved: 7 November 2024 / Online: 7 November 2024 (09:54:30 CET)

How to cite: Jankowiak, T.; Ossowski, J. R.; Rusinek, A.; Bahi, S. Experimental and Numerical Analysis of the Quasi-Static and Dynamic Behavior of Silicate Materials. Preprints 2024, 2024110507. https://doi.org/10.20944/preprints202411.0507.v1 Jankowiak, T.; Ossowski, J. R.; Rusinek, A.; Bahi, S. Experimental and Numerical Analysis of the Quasi-Static and Dynamic Behavior of Silicate Materials. Preprints 2024, 2024110507. https://doi.org/10.20944/preprints202411.0507.v1

Abstract

The study investigated both the static and dynamic behavior of silicate materials through a series of experimental and numerical tests. Compression tests were conducted on cubic samples, three-point bending tests on beams, and perforation tests on silicate plates. In the compression tests, stress-strain curves were generated, enabling the calibration of the Concrete Damaged Plasticity (CDP) model for silicate materials. The tensile strength of the silicate was assessed using three-point bending tests, while dynamic perforation tests determined the impact resistance of silicate when subjected to a rigid projectile. The perforation tests provided insight into the failure mechanisms of silicate plates under projectile impact at velocities approaching the ballistic limit. Additionally, the numerical simulations for all the experimental tests were performed using the Abaqus software, in order to validate the accuracy of the material behavior model and confirmed the appropriateness of the calibrated parameters for the chosen model. The results showed a strong qualitative and quantitative correlation with the experimental data, demonstrating the robustness of the adopted approach.

Keywords

silicate; quasi-static; impact; CDP model; modeling; experiments

Subject

Engineering, Civil Engineering

Comments (0)

We encourage comments and feedback from a broad range of readers. See criteria for comments and our Diversity statement.

Leave a public comment
Send a private comment to the author(s)
* All users must log in before leaving a comment
Views 0
Downloads 0
Comments 0


×
Alerts
Notify me about updates to this article or when a peer-reviewed version is published.
We use cookies on our website to ensure you get the best experience.
Read more about our cookies here.