混凝土2024,Issue(2) :11-19.DOI:10.3969/j.issn.1002-3550.2024.02.003

基于GA-BP神经网络的粗骨料UHPC的抗压强度预测

Compressive strength prediction of ultra high performance concrete incorporated with coarse aggregates based on GA-BP neural network

周靖宜 蔡自伟 李凌志 俞可权
混凝土2024,Issue(2) :11-19.DOI:10.3969/j.issn.1002-3550.2024.02.003

基于GA-BP神经网络的粗骨料UHPC的抗压强度预测

Compressive strength prediction of ultra high performance concrete incorporated with coarse aggregates based on GA-BP neural network

周靖宜 1蔡自伟 1李凌志 1俞可权1
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作者信息

  • 1. 同济大学 土木工程学院, 上海 200092
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摘要

为实现对粗骨料UHPC的抗压强度的预测和配合比设计方法的优化,搜集了国内外文献中 168 组粗骨料UHPC配合比和标准养护 28 d抗压强度实测值,给出了各材料组分和抗压强度频数分布,并基于灰色关联分析法分析了各材料组分与抗压强度的关联关系,通过神经网络参数分析,建立了基于遗传算法的前馈神经网络,相比普通的BP神经网络具有更好的预测精度和泛化能力.最后基于建立的GA-BP神经网络给出了不同强度等级粗骨料UHPC配合比设计中粗骨料/胶凝材料、钢纤维体积掺量、砂胶比的建议取值范围.

Abstract

In order to predict the compressive strength and to optimize the mix design of ultra high performance concrete(UHPC)incorporated with coarse aggregates,168 mix proportions and corresponding compressive strength of UHPC after 28 days standard curing were collected from domestic and foreign literature.Charts of frequency distribution of each material component and compressive strength were given,and correlations between each material component and compressive strength were analyzed based on grey relational analysis(GRA)method.Through parameter analysis,the back propagation(BP)neural network based on genetic algorithm(GA)was established,which achieved better prediction accuracy and generalization ability than common BP neural network.Finally,based on the established GA-BP neural network,the recommended ranges of coarse aggregates-binder ratio,volume fraction of steel fiber and sand-binder ratio were given in the mix design for preparing UHPC incorporated with coarse aggregates of different strength grades.

关键词

超高性能混凝土/抗压强度/粗骨料/前馈神经网络/遗传算法

Key words

ultra high performance concrete(UHPC)/compressive strength/coarse aggregates/back propagation neural network/genetic algorithm

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基金项目

国家自然科学基金(51778497)

国家自然科学基金(51778496)

出版年

2024
混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
参考文献量54
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