Ziolkowski Patryk
Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Gabriela Narutowicza 11/12, 80-233 Gdansk, Poland.
Materials (Basel). 2023 Aug 30;16(17):5956. doi: 10.3390/ma16175956.
The design of concrete mixtures is crucial in concrete technology, aiming to produce concrete that meets specific quality and performance criteria. Modern standards require not only strength but also eco-friendliness and production efficiency. Based on the Three Equation Method, conventional mix design methods involve analytical and laboratory procedures but are insufficient for contemporary concrete technology, leading to overengineering and difficulty predicting concrete properties. Machine learning-based methods offer a solution, as they have proven effective in predicting concrete compressive strength for concrete mix design. This paper scrutinises the association between the computational complexity of machine learning models and their proficiency in predicting the compressive strength of concrete. This study evaluates five deep neural network models of varying computational complexity in three series. Each model is trained and tested in three series with a vast database of concrete mix recipes and associated destructive tests. The findings suggest a positive correlation between increased computational complexity and the model's predictive ability. This correlation is evidenced by an increment in the coefficient of determination (R) and a decrease in error metrics (mean squared error, Minkowski error, normalized squared error, root mean squared error, and sum squared error) as the complexity of the model increases. The research findings provide valuable insights for increasing the performance of concrete technical feature prediction models while acknowledging this study's limitations and suggesting potential future research directions. This research paves the way for further refinement of AI-driven methods in concrete mix design, enhancing the efficiency and precision of the concrete mix design process.
混凝土混合料的设计在混凝土技术中至关重要,其目的是生产出符合特定质量和性能标准的混凝土。现代标准不仅要求强度,还要求生态友好性和生产效率。基于三方程法,传统的配合比设计方法涉及分析和实验室程序,但对于当代混凝土技术来说并不充分,会导致过度设计以及难以预测混凝土性能。基于机器学习的方法提供了一种解决方案,因为它们在混凝土配合比设计中预测混凝土抗压强度方面已被证明是有效的。本文仔细研究了机器学习模型的计算复杂度与其预测混凝土抗压强度的能力之间的关联。本研究评估了三个系列中五个计算复杂度不同的深度神经网络模型。每个模型在三个系列中使用大量混凝土混合料配方数据库和相关的破坏性试验进行训练和测试。研究结果表明,计算复杂度的增加与模型的预测能力之间存在正相关。随着模型复杂度的增加,决定系数(R)增加,误差指标(均方误差、闵可夫斯基误差、归一化平方误差、均方根误差和平方和误差)减小证明了这种相关性。研究结果为提高混凝土技术特性预测模型的性能提供了有价值的见解,同时承认本研究的局限性并提出了潜在的未来研究方向。这项研究为进一步完善混凝土配合比设计中的人工智能驱动方法铺平了道路,提高了混凝土配合比设计过程的效率和精度。