Basalt fiber reinforced concrete (BFRC) has recently attracted increased attention for improving durability, mechanical strength, and chemical resistance concerning harsh environmental conditions. The most noticeable gap is left in being able to predict long-term performance accurately and optimize that performance because of the complexities that arise from the multiscale interactions between fibers, matrix, and environmental stressors. This study, therefore, offers a highly unified and multiscale machine learning framework by pulling together five disaggregated analytical models into a single predictive-optimization pipeline prearranged for basalt fiber reinforced concrete. The physics-augmented graph attention transformer network (P-GATNet) is expected to embed interfacial physics within graph-based message passing to capture load-driven mechanical responses, resulting in highly accurate strength and fracture evolution predictions (e.g., flexural R² ≈ 0.97). The spectral decomposition assisted degradation model uses Hilbert-Huang-based spectral analysis, which then decouples degradation mechanisms for accurately forecasting alkali resistance and damage kinetics with an error of less than 4.5%. The multi-agent physics reinforcement optimizer (MAPRO) jointly optimizes the strength and chemical performance by modeling competing failure mechanisms via cooperative agents. For improved representation of features, the deep morphological encoder with multi-modal fusion (DME-MMF) marries image-derived morphological embeddings with experimental tabular data, thus enhancing the interpretability and accuracy of predictions. Lastly, the transformer-based inverse composite generator enables reverse material design by producing feasible basalt fiber reinforced concrete formulations that satisfy predetermined strength and durability targets at an approximate success rate of 93%. This approach improves predictive fidelity, interpretability, and design in basalt fiber reinforced concrete.
V. Vairagade· Journal of Materials Science...· 0 citations
The ability to predict concrete compressive strength is important in early-stage mix design screening. Thus, the predictions made from these models must match the actual data that was used to train and validate them. Therefore, this study assesses machine learning models using the publicly available UCI concrete compressive strength data set that has 1030 tabular entries. The tabular entries are defined by the following variables; cement, blast furnace slag, fly ash, water, superplasticiser, coarse aggregate, fine aggregate, curing time and measured compressive strength. As such, the study is framed as a transparent tabular prediction benchmark rather than as an experimental evaluation of microsilica and rubber aggregate based concretes. It does not claim to have evaluated any new test pieces, nor does it make any claims regarding SEM imaging or microstructural measurement of those test pieces. Further, there is no claim related to the use of any durability testing procedures. Several machine learning algorithms including support vector regression (SVR), random forest, XGBoost, artificial neural network (ANN) and an optimised tabular ensemble (TE), were each developed under the same leakage-controlled validation methodology. Performance metrics were provided based on both the native test set(s) and a common subset of the test set(s). Metrics included R
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, RMSE, MAE, MAPE along with residual diagnostic and graphical error analyses. The new framework also emphasizes reproducibility, fairness of comparison and transparency of data domain limitations. In addition to supporting computer-based screening of conventional concrete strength databases, its results indicate what will be required for future studies that contain micro silica, rubber aggregates, microstructural measurements and/or durability measurements in their respective databases.
V. Vairagade· Journal of Materials Science...· 0 citations