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A novel hybrid model to design fiber-reinforced shotcrete for tunnel linings

机译:一种用于设计隧道衬砌纤维增强喷射混凝土的新型混合模型

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? 2022 Elsevier LtdThis article proposes a workflow to design fiber-reinforced shotcrete (FRS) for tunnel linings. The workflow is divided into two major stages: artificial neural network (ANN) development for predicting the composite toughness, and tunnel lining design through numerical modeling. First, an artificial neural network was developed to predict FRS toughness from ASTM C1550 and EN 14488–5 panels, with concrete strength and fiber characteristics as input parameters. An extensive literature review was developed to build a database gathering the relevant FRS properties for this work. The second part of this research consisted of developing an elastoplastic finite element model to design a steel fiber-reinforced tunnel lining application. Parameters from a real case study of a circular tunnel were taken from the literature to calibrate the proposed computational model. The model results are compared to analytical solutions and indicate good agreement. In this sense, the workflow is an alternative for designing fiber-reinforced shotcrete for tunnel linings.
机译:?2022 Elsevier Ltd本文提出了一种用于隧道衬砌的纤维增强喷射混凝土 (FRS) 设计工作流程。该工作流程分为两个主要阶段:用于预测复合材料韧性的人工神经网络 (ANN) 开发,以及通过数值建模进行隧道衬砌设计。首先,开发了一个人工神经网络来预测ASTM C1550和EN 14488-5面板的FRS韧性,并将混凝土强度和纤维特性作为输入参数。我们进行了广泛的文献综述,以建立一个数据库,收集这项工作的相关FRS属性。该研究的第二部分包括开发弹塑性有限元模型,以设计钢纤维增强隧道衬砌应用。从文献中获取了圆形隧道真实案例研究的参数,以校准所提出的计算模型。将模型结果与解析解进行比较,结果表明具有良好的一致性。从这个意义上说,该工作流程是设计隧道衬砌纤维增强喷射混凝土的替代方案。

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