Mario Freitas, Pierre Léger and Najib Bouaanani
Article (2024)
An external link is available for this item| Department: | Department of Civil, Geological and Mining Engineering |
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| PolyPublie URL: | https://publications.polymtl.ca/56979/ |
| Journal Title: | Finite Elements in Analysis and Design (vol. 229) |
| Publisher: | Elsevier B.V. |
| DOI: | 10.1016/j.finel.2023.104071 |
| Official URL: | https://doi.org/10.1016/j.finel.2023.104071 |
| Date Deposited: | 20 Dec 2023 11:33 |
| Last Modified: | 08 Apr 2025 07:26 |
| Cite in APA 7: | Freitas, M., Léger, P., & Bouaanani, N. (2024). Nonlinear data-driven zero-thickness joint element for concrete dam shear keys. Finite Elements in Analysis and Design, 229, 104071 (19 pages). https://doi.org/10.1016/j.finel.2023.104071 |
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