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一种基于温度-时间历程使用双参数成熟度人工神经网络模型预测强度的新方法。

A New Approach for Predicting Strength Based on Temperature-Time History Using Two-Parameter Maturity ANN Models.

作者信息

Wawrzeńczyk Jerzy

机构信息

Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland.

出版信息

Materials (Basel). 2024 Dec 17;17(24):6157. doi: 10.3390/ma17246157.

DOI:10.3390/ma17246157
PMID:39769757
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11678383/
Abstract

One widely used method to predict concrete strength development based on temperature variations during curing is the equivalent maturity time (te) method. This method uses the activation energy (Ea) as its key parameter, which reflects the cement's sensitivity to temperature. However, research shows that the Ea value varies depending on factors such as cement type, water/cement ratio, temperature, and additives. The permanent subject of discussion is the question of what value of the Ea parameter should be assumed. In this paper, a new approach is proposed by using a neural network analysis method to develop a strength-temperature history model. It was assumed that the ANN-fc% = f(Q, E, T, t) model would have 4 inputs: hydration heat (Q), activation energy (Ea), temperature (T), and time (t). The research was conducted on mortars using 6 cements, at curing temperatures ranging from 5 to 35 °C, assessing strength over a 90 day period. The results showed that the ANN analysis method allows for estimating the relative compressive strength with sufficient accuracy. Analysis of the input nodes indicated that Q influences early strength gain, while Ea affects later strength development. The application of the ANN model for calculating strength based on temperature changes during maturation was illustrated.

摘要

一种基于养护过程中温度变化来预测混凝土强度发展的广泛使用的方法是等效成熟时间(te)法。该方法将活化能(Ea)作为其关键参数,活化能反映了水泥对温度的敏感性。然而,研究表明,Ea值会因水泥类型、水灰比、温度和添加剂等因素而有所不同。一直以来讨论的核心问题是应假定Ea参数为何值。本文提出了一种新方法,即使用神经网络分析方法来建立强度-温度历史模型。假定人工神经网络模型ANN-fc% = f(Q, E, T, t)有4个输入:水化热(Q)、活化能(Ea)、温度(T)和时间(t)。研究使用了6种水泥制作砂浆,在5至35°C的养护温度下进行,评估90天内的强度。结果表明,人工神经网络分析方法能够以足够的精度估算相对抗压强度。对输入节点的分析表明,Q影响早期强度增长,而Ea影响后期强度发展。文中展示了人工神经网络模型在根据成熟过程中的温度变化计算强度方面的应用。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e694/11678383/d8c6e536ebbc/materials-17-06157-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e694/11678383/102719cbef93/materials-17-06157-g007.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e694/11678383/11baf1286817/materials-17-06157-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e694/11678383/d8c6e536ebbc/materials-17-06157-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e694/11678383/102719cbef93/materials-17-06157-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e694/11678383/5a2db3b390c7/materials-17-06157-g001.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e694/11678383/19646338e9d6/materials-17-06157-g004.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e694/11678383/d8c6e536ebbc/materials-17-06157-g008.jpg

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本文引用的文献

1
Difference in Strength Development between Cement-Treated Sand and Mortar with Various Cement Types and Curing Temperatures.不同水泥类型和养护温度下水泥处理砂与砂浆强度发展的差异
Materials (Basel). 2020 Nov 6;13(21):4999. doi: 10.3390/ma13214999.
2
Evaluation of Strength Development in Concrete with Ground Granulated Blast Furnace Slag Using Apparent Activation Energy.利用表观活化能评估掺磨细粒化高炉矿渣混凝土的强度发展
Materials (Basel). 2020 Jan 17;13(2):442. doi: 10.3390/ma13020442.