This study explores the synergistic effects of the addition of waste glass powder (WGP) and elevated temperatures on the mechanical behavior of concrete, and proposes a machine-learning-based framework for mixture design optimization. Six concrete mixtures containing 0–50% WGP were tested for compressive, flexural, and splitting tensile strengths over the temperature range 24–600 °C, and the results consistently showed an optimal WGP dosage of 10–20% at room temperature and a pronounced degradation in these strengths above 400 °C. To model the strength evolution across the entire WGP-temperature space, a physics-aware data augmentation method and a multi-output Random Forest surrogate model are developed and validated using mixture-wise three-fold cross-validation, parity plots, Y-randomization tests, SHAP-based interpretability analysis, and bootstrap-based uncertainty quantification. The validated surrogate is then combined with NSGA-II to determine WGP dosages that simultaneously maximize room-temperature strength, high-temperature residual capacity, and material efficiency. Both prospective within-domain experimental validation showed close agreement between the surrogate predictions and independently measured responses. Contour maps and optimization results also consistently show that the 10–20% WGP dosage offers the best trade-off between initial strength and thermal resilience. The results demonstrate the two-fold role of WGP as a micro-filler in improving ambient performance and as a thermally sensitive phase governing degradation mechanisms at elevated temperatures. Therefore, this work presents a validated ML-based framework and practical design charts for optimizing WGP-modified concrete for fire-exposed or high-temperature applications. SEM analyses of the glass powder-reinforced concrete sample exposed to 600 °C showed an increase in cracks and voids in the microstructure; EDX results indicated Ca enrichment with the dominance of O (51.49%), Ca (20.78%), and Si (8.17%); FT-IR spectrum showed the disappearance of the ~ 3400 and ~ 1650 cm⁻¹ bands and the weakening of the ~ 950–1000 cm⁻¹ band, confirming C–S–H degradation; and XRD analysis revealed a decrease in amorphous humps and the prominence of crystalline peaks, indicating that the structure became more crystalline and brittle at high temperature. TGA results indicated that room-temperature-cured samples exhibited higher mass loss and progressive degradation at low temperatures, whereas samples pre-exposed to 600 °C exhibited reduced mass loss and enhanced thermal stability, owing to prior dehydration and microstructural reorganization.
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Özkılıç et al. (2026) studied this question.
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