Machine learning-based prediction of residual flexural strength in fiber-reinforced ultra-high-performance concrete under elevated temperatures
Fiber-reinforced ultra-high-performance concrete (FR-UHPC) has matured over the past 30 years from niche lab mixes to critical responses for high-performance infrastructure, but capabilities of the community continue lag behind expressed multi-crosscut needs in robust vascular prediction of mechanical performance after exposure to fire across modern concrete families. Extension from the historical empirical and mechanistic modeling to more recent data-driven endeavours along with contributions herein, this study presents and validates a full machine learning-based, interpretable framework for the residual flexural strength (RFS) of FR-UHPC following exposure to elevated temperatures. Utilizing a wide experimental database of 800 three-point bending tests, covering binder chemistry, contents of silica-fume and fly-ash, various fiber types (PVA, steel, basalt), curing regimes, and thermal paths, nine state-of-the-art algorithms including the novel hybrid AegisFusion architecture were benchmarked. AegisFusion is a dual-track neural/tree fusion with MetaSwarm tuning and Bayesian calibration. It achieved superior accuracy and calibrated uncertainty in both hold-out (R² = 0.98, RMSE ≈ 0.52 MPa, VAF = 0.98), and 5-fold (R² = 0.93–0.98; RMSE = 0.28‒0.57, VAF = 0.93‒0.98) testing phases. Rigorous non-parametric testing including Friedman and Nemenyi critical difference analysis, ranked AegisFusion best. Model explainability via SHAP and distance-correlation analysis identified exposure maximum temperature (EMT) and fiber volume content (FV) as dominant drivers of RFS, revealing thresholded and nonlinear interactions that align with known thermo-mechanical degradation mechanisms. This study thus forges a data-centric bridge between the historical experimental foundations of FR-UHPC research and contemporary, uncertainty-aware artificial intelligence tools for resilient infrastructure design.
Authors
- Raouf Hassan (ORCID: https://orcid.org/0000-0001-7977-7725)
- Manish Kewalramani (ORCID: https://orcid.org/0000-0001-6961-9184)
- Arsalan Mahmoodzadeh (ORCID: https://orcid.org/0000-0003-1912-6028)
- Ibrahim Albaijan (ORCID: https://orcid.org/0000-0001-8730-0548)
- Sivaprakasam Palani (ORCID: https://orcid.org/0000-0001-8082-8649)
- Anwar Ahmed (ORCID: https://orcid.org/0000-0002-0691-348X)
- Abdulaziz Alghamdi
- Mohamed Hechmi El Ouni
Institutions
- Abu Dhabi University (AE)
- Northern Border University (SA)
- Prince Sattam Bin Abdulaziz University (SA)
- Imam Mohammad ibn Saud Islamic University (SA)
- Lebanese French University (IQ)
- Addis Ababa Science and Technology University (ET)
- University of Tabuk (SA)
- King Khalid University (SA)
Publication Details
- Journal
- Scientific Reports
- Published
- 2026-03-23
- DOI
- https://doi.org/10.1038/s41598-026-43833-w
- Primary Topic
- Fire effects on concrete materials
- Type
- article
- Field-Weighted Citation Impact
- 0.00