Utilizing artificial neural networks to anticipate early-age thermal parameters in concrete piers

Hải Hoàng Việt, Tú Đỗ Anh, Thọ Phạm Đức
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引用次数: 1

Abstract

Recently, researches have been used Artificial Neural Network (ANN) to predict the early-age thermal cracking of rectangle piers. But ANN has not resulted for different types of concrete piers. This article presents an evaluation of the early-age thermal characteristics of mass concrete piers with four distinct cross-sectional shapes. A finite element (FE) model was employed to estimate the maximum temperature, thermal stress, and cracking potential of the concrete pier at its early age. To investigate the impact of various pier geometries on the thermal cracking potential, different pier geometries were considered. In this study, an ANN model was utilized to predict the maximum temperature and decrease the risk of cracking in mass concrete piers at early age. The database of thermal mass concrete piers used in this study comprises 128 results obtained from the FE model. The results of the analysis indicate that the ANN model can predict early-age thermal parameters, and cracking risk in early-age concrete piers with good accuracy and help to the designer to choose the appropriate size in minimizing cracks on the pier concrete.
利用人工神经网络预测混凝土桥墩早期热参数
近年来,研究人员将人工神经网络(ANN)应用于矩形桥墩早期热裂预测。但对于不同类型的混凝土桥墩,人工神经网络还没有形成。本文介绍了具有四种不同截面形状的大体积混凝土墩的早期热特性的评估。采用有限元模型对混凝土桥墩早期的最高温度、热应力和开裂潜力进行了估计。为了研究不同桥墩几何形状对热裂势的影响,考虑了不同桥墩几何形状。本研究采用人工神经网络模型对大体积混凝土桥墩早期最高温度进行预测,降低其开裂风险。本研究使用的热大体积混凝土桥墩数据库包括128个从有限元模型中获得的结果。分析结果表明,人工神经网络模型能够较准确地预测早期混凝土桥墩的早期热参数和开裂风险,有助于设计者选择合适的尺寸,使早期混凝土桥墩裂缝最小化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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