Prediction of Geopolymer Concrete Compressive Strength Utilizing Artificial Neural Network and Nondestructive Testing

IF 1.1 Q3 ENGINEERING, CIVIL
Hatem H. Almasaeid, Abdelmajeed Alkasassbeh, B. Yasin
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引用次数: 0

Abstract

Abstract A promising substitute for regular concrete is geopolymer concrete. Engineering mechanical parameters of geopolymer concrete, including compressive strength, are frequently measured in the laboratory or in-situ via experimental destructive tests, which calls for a significant quantity of raw materials, a longer time to prepare the samples, and expensive machinery. Thus, to evaluate compressive strength, non-destructive testing is preferred. Therefore, the objective of this research is to develop an artificial neural network model based on the results of destructive and non-destructive tests to assess the compressive strength of geopolymer concrete without needing further destructive tests. According to the artificial neural network analysis developed in this study, the compressive strength of geopolymer concrete can be predicted rather accurately by combining the results of the non-destructive with R2 of 0.9286.
基于人工神经网络和无损检测的地聚合物混凝土抗压强度预测
摘要地质聚合物混凝土是普通混凝土的一种很有前途的替代品。地质聚合物混凝土的工程力学参数,包括抗压强度,经常在实验室或现场通过实验破坏性测试进行测量,这需要大量的原材料、更长的样品制备时间和昂贵的机械。因此,为了评估抗压强度,首选无损检测。因此,本研究的目的是基于破坏性和非破坏性测试的结果开发一个人工神经网络模型,以评估地质聚合物混凝土的抗压强度,而无需进一步的破坏性测试。根据本研究开发的人工神经网络分析,将R2为0.9286的无损检测结果相结合,可以相当准确地预测地聚合物混凝土的抗压强度。
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来源期刊
CiteScore
2.00
自引率
58.30%
发文量
69
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