Strength performance of hexagonal, hollow, and perforated GFRP-Reinforced concrete units: experimental, numerical, and AI-based investigations
- DOI
- 10.1038/s41598-026-49173-z
- Published
- 2026-04-21
- Container
- Scientific Reports
- Publisher
- Springer Science and Business Media LLC
- Open access
- unknown
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Cite this work
BibTeX
@article{allodium:10.1038/s41598-026-49173-z,
title = {Strength performance of hexagonal, hollow, and perforated GFRP-Reinforced concrete units: experimental, numerical, and AI-based investigations},
author = {Mohammadamin Mirdarsoltany and Nima Khodadadi and Antonio Nanni},
year = {2026},
journal = {Scientific Reports},
doi = {10.1038/s41598-026-49173-z},
url = {https://doi.org/10.1038/s41598-026-49173-z}
}RIS
TY - JOUR TI - Strength performance of hexagonal, hollow, and perforated GFRP-Reinforced concrete units: experimental, numerical, and AI-based investigations AU - Mohammadamin Mirdarsoltany AU - Nima Khodadadi AU - Antonio Nanni PY - 2026 JO - Scientific Reports DO - 10.1038/s41598-026-49173-z UR - https://doi.org/10.1038/s41598-026-49173-z ER -
APA
Mirdarsoltany, M., Khodadadi, N., & Nanni, A. (2026). Strength performance of hexagonal, hollow, and perforated GFRP-Reinforced concrete units: experimental, numerical, and AI-based investigations. Scientific Reports. https://doi.org/10.1038/s41598-026-49173-z
Source records
- crossref · retrieved 2026-09-26T09:24:14.797Z