基于BPNN和SFS的超高性能混凝土抗压强度预测学习算法

Deepak Choudhary
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引用次数: 6

摘要

本文提出了基于反向传播神经网络(BPNN)的机器学习算法,该算法采用顺序特征选择(SFS)来预测超高性能混凝土(UHPC)的抗压强度。从文献中收集了一个包含110个点和8个材料成分的数据库,用于使用机器学习技术开发模型。BPNN和SFS可互换使用,以识别与响应变量相关的特征。结果表明,使用所选特征的BPNN比使用所有特征的模型(r2 = 0.816)能够更准确地解释结果(r = 0.991)。基于给定的实验输入参数,人工神经网络建模的应用进入了混凝土新特性和硬化特性的预测,一些作者开发了人工智能模型来预测正常重量、轻重量和再生混凝土的抗压强度。使用SFS开发鲁棒和精确的数值模型所遵循的步骤包括:(1)通过操纵神经元和隐藏层的数量来设计和验证ANN模型;(2)使用ANN作为包装器执行SFS;(3)利用人工神经网络和非线性回归分析选择的特征。结论是,将人工神经网络与SFS结合使用可以提高预测模型的准确性,使其成为土木工程案例研究中机器学习方法的可行工具。
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Learning Algorithms Using BPNN & SFS for Prediction of Compressive Strength of Ultra-High Performance Concrete
This paper presents machine learning algorithms based on back-propagation neural network (BPNN) that employs sequential feature selection (SFS) for predicting the compressive strength of Ultra-High Performance Concrete (UHPC). A database, containing 110 points and eight material constituents, was collected from the literature for the development of models using machine learning techniques. The BPNN and SFS were used interchangeably to identify the relevant features that contributed with the response variable. As a result, the BPNN with the selected features was able to interpret more accurate results (r = 0.991) than the model with all the features (r2 = 0.816). The utilization of ANN modelling made its way into the prediction of fresh and hardened properties of concrete based on given experimental input parameters, whereby several authors developed AI models to predict the compressive strength of normal weight, light weight and recycled concrete. The steps that were are followed in developing a robust and accurate numerical model using SFS include (1) design and validation of ANN model by manipulating the number of neurons and hidden layers; (2) execution of SFS using ANN as a wrapper; and (3) analysis of selected features using both ANN and nonlinear regression. It is concluded that the usage of ANN with SFS provided an improvement to the prediction model’s accuracy, making it a viable tool for machine learning approaches in civil engineering case studies.
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