Machine learning model optimization with optuna for accurate prediction of strength and crack behavior in prestressed
Yuanyong Wen1, Rongxin Guo2,3,4, Zhihong Duan1
1Yunnan Xuanhui Expressway Co., Ltd, Qujing, 655000, China.
Abstract:
Prestressed concrete beams are widely used in bridge and building structures, and their performance is directly related to the overall safety and durability. To predict the performance of prestressed concrete beams, machine learning (ML) has been widely applied. However, the selection of model hyperparameters remains a significant challenge in achieving efficient and accurate predictions. To address this issue, this paper investigates the application of Optuna for hyperparameter optimization to four machine learning models: XGBoost, Decision Trees (DT), Random Forests (RF), and LightGBM (LGBM). This study demonstrates that adopting this optimization method significantly improves the efficiency of the prediction process and successfully identifies the optimal hyperparameter combinations for each model. The performance of the final models was validated using a set of performance evaluation metrics. The results show that the LGBM model achieved an R2 value exceeding 0.98 for strength prediction and over 0.8 for crack resistance prediction. Therefore, hyperparameter tuning using Optuna not only significantly improves the prediction accuracy of the models but also effectively reduces computational and time costs.
Related Concept Videos
Prestressed Concrete
Types of Non-structural Cracks in Concrete
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Impact Strength of Concrete
Fatigue Strength of Concrete
Relation Between Tensile Strength and Compressive Strength of Concrete
Non-destructive Tests for Concrete Strength


