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基于随机搜索-整合神经网络的混凝土坍落度预测分析

Predictive analysis of concrete slump using a stochastic search-consolidated neural network.

作者信息

Zhou Yunwen, Jiang Zhihai, Zhu Xizhen

机构信息

School of Architecture and Engineering, JiangXi Institute of Applied Science and Technology, Nan Chang, 330000, China.

School of Civil Engineering, Nanchang Institute of Technology, Nan Chang, 330000, China.

出版信息

Heliyon. 2024 May 4;10(10):e30677. doi: 10.1016/j.heliyon.2024.e30677. eCollection 2024 May 30.

Abstract

Attaining a dependable measurement of concrete slump is crucial as it is a valuable indication of concrete workability. On the other hand, complexities associated with costly traditional approaches have driven engineers to use indirect efficient models such as metaheuristic-based machine learning for approximating the slump. While the literature shows promising application of some metaheuristic techniques for this purpose, the large variety of these algorithms calls for evaluating the most capable ones to keep the solution updated. Stochastic fractal search (SFS) is one of the most powerful optimization algorithms in the literature that has not received appropriate attention in analyzing concrete mechanical parameters. In the present research, a multi-layer perceptron neural network (NN-MLP), is enhanced using the SFS. The proposed SFS-NN-MLP model aims to predict the slump based on the amount of ingredients in the mixture, as well as the curing age of specimens. Accuracy assessment revealed that the proposed model can deal with the assigned task with excellent accuracy. It indicates that the SFS could properly tune the parameters required for training the NN-MLP, and consequently, the trained network could reliably calculate the slump of specimens that were not analyzed before. For comparative validation, the SFS was replaced with two similar optimizers, namely elephant herding optimization algorithm (EHO) and slime mould algorithm (SMA). Based on the calculated mean square errors of 5.6526, 6.1129, and 7.3561 along with mean absolute errors of 4.6657, 5.0078, and 6.3066, as well as the percentage-Pearson correlation coefficients of 78.06 %, 73.95 %, and 58.11 %, respectively for the SFS-NN-MLP, EHO-NN-MLP, and SMA-NN-MLP, it was shown that the SFS-NN-MLP is the most accurate predictor. Hereupon, the SFS-NN-MLP model is recommended to be effectively used for obtaining a cost-efficient approximation of concrete slump in real-world projects.

摘要

获得可靠的混凝土坍落度测量值至关重要,因为它是混凝土工作性的重要指标。另一方面,与昂贵的传统方法相关的复杂性促使工程师使用间接有效的模型,如基于元启发式的机器学习来估算坍落度。虽然文献显示了一些元启发式技术在此方面的应用前景,但这些算法种类繁多,需要评估最有效的算法以保持解决方案的更新。随机分形搜索(SFS)是文献中最强大的优化算法之一,但在分析混凝土力学参数方面尚未得到应有的关注。在本研究中,使用SFS对多层感知器神经网络(NN-MLP)进行了改进。提出的SFS-NN-MLP模型旨在根据混合物中成分的数量以及试件的养护龄期来预测坍落度。准确性评估表明,所提出的模型能够以优异的准确性完成指定任务。这表明SFS可以正确调整训练NN-MLP所需的参数,因此,训练后的网络可以可靠地计算之前未分析过的试件的坍落度。为了进行比较验证,将SFS替换为另外两种类似的优化器,即象群优化算法(EHO)和黏液霉菌算法(SMA)。基于计算得出的SFS-NN-MLP、EHO-NN-MLP和SMA-NN-MLP的均方误差分别为5.6526、6.1129和7.3561,平均绝对误差分别为4.6657、5.0078和6.3066,以及百分比皮尔逊相关系数分别为78.06%、73.95%和58.11%,结果表明SFS-NN-MLP是最准确的预测器。因此,建议在实际项目中有效使用SFS-NN-MLP模型来获得具有成本效益的混凝土坍落度近似值。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/a24e/11109729/56c2e5520855/gr1.jpg

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