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首页> 外文期刊>Frontiers of structural and civil engineering >An artificial neural network model on tensile behavior of hybrid steel-PVA fiber reinforced concrete containing fly ash and slag power
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An artificial neural network model on tensile behavior of hybrid steel-PVA fiber reinforced concrete containing fly ash and slag power

机译:粉煤灰和炉渣力的混合钢-PVA纤维钢筋混凝土拉伸行为人工神经网络模型

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摘要

The tensile behavior of hybrid fiber reinforced concrete (HFRC) is important to the design of HFRC and HFRC structure. This study used an artificial neural network (ANN) model to describe the tensile behavior of HFRC. This ANN model can describe well the tensile stress-strain curve of HFRC with the consideration of 23 features of HFRC. In the model, three methods to process output features (no-processed, mid-processed, and processed) are discussed and the mid-processed method is recommended to achieve a better reproduction of the experimental data. This means the strain should be normalized while the stress doesn't need normalization. To prepare the database of the model, both many direct tensile test results and the relevant literature data are collected. Moreover, a traditional equation-based model is also established and compared with the ANN model. The results show that the ANN model has a better prediction than the equation-based model in terms of the tensile stress-strain curve, tensile strength, and strain corresponding to tensile strength of HFRC. Finally, the sensitivity analysis of the ANN model is also performed to analyze the contribution of each input feature to the tensile strength and strain corresponding to tensile strength. The mechanical properties of plain concrete make the main contribution to the tensile strength and strain corresponding to tensile strength, while steel fibers tend to make more contributions to these two items than PVA fibers.
机译:杂化纤维增强混凝土(HFRC)的拉伸行为对于HFRC和HFRC结构的设计是重要的。该研究使用了人工神经网络(ANN)模型来描述HFRC的拉伸行为。该ANN模型可以在考虑HFRC的23个特征中描述HFRC的拉伸应力 - 应变曲线。在该模型中,讨论了三种处理输出特征(无处理,中处理和处理)的方法,建议使用中等处理的方法来实现实验数据的更好再现。这意味着应在应力不需要标准化时归一化应变。要准备模型的数据库,因此收集许多直接拉伸测试结果和相关文献数据。此外,还建立了传统的基于方程式的模型,并与ANN模型进行了比较。结果表明,根据与HFRC的拉伸强度对应的拉伸应力 - 应变曲线,拉伸强度和应变具有比基于等式的模型更好的预测。最后,还执行ANN模型的灵敏度分析,以分析每个输入特征对应于拉伸强度的拉伸强度和应变的贡献。普通混凝土的机械性能对应对拉伸强度的抗拉强度和应变进行了主要贡献,而钢纤维倾向于比PVA纤维对这两种物品做出更多贡献。

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