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Improved Safety Monitoring Model of Crack in Concrete Dams

机译:混凝土大坝裂缝安全监控模型的改进

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摘要

Crack is one of the common diseases in hydraulic concrete structures. Its traditional safety monitoring models only consider the loading factors such as hydraulic head, temperature and time without taking into account the parameters of the crack itself. The crack depth and initial opening are considered here besides the usual factors based on further analysis of the impacting factors of crack opening displacement (COD) according to Fracture Mechanics. In this way, the improved safety monitoring model can reflect both the mutation and the gradient of crack. Due to the fact that in the usual cases the crack depth and initial opening are not easily detected and measured, a method is designed to inverse them based on the finite element method (FEM) and the artificial neural network (ANN), and then a criterion of abnormality diagnosis for crack is established. Finally, based on the improved safety monitoring model and the criterion of abnormality diagnosis, a case of concrete gravity arc dam is accomplished.
机译:裂缝是水工混凝土结构中的常见病害之一。其传统的安全监控模型仅考虑诸如液压头,温度和时间之类的载荷因素,而没有考虑裂缝本身的参数。根据断裂力学,在进一步分析裂纹开口位移(COD)的影响因素的基础上,除通常的因素外,还考虑了裂纹深度和初始开口。这样,改进的安全监控模型可以反映裂纹的突变和梯度。由于通常情况下不容易检测和测量裂纹深度和初始开口,因此设计了一种基于有限元方法(FEM)和人工神经网络(ANN)对其进行反演的方法,然后建立裂纹异常诊断标准。最后,基于改进后的安全监控模型和异常诊断准则,完成了混凝土重力弧坝的案例。

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