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Prediction of steel corrosion in magnesium cement concrete based on two dimensional Copula function

机译:基于二维Copula函数的镁水泥混凝土中钢腐蚀预测

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摘要

In order to solve the life prediction problem of damaged coating steel bar in magnesium cement concrete, this study tries to establish the marginal distribution function by using the corrosion current density as a single degradation factor. Representing the degree of steel corrosion, the corrosion current density were tested in electrochemical workstation. Then based on the Copula function, the joint distribution function of the damaged coating was established. Therefore, it is indicated that the corrosion current density of the bare steel and coated steel bar can be used as the boundary element to establish the marginal distribution function. By using the Frank-Copula function of Copula Archimedean function family, the joint distribution function of the damaged coating steel bar was successfully established. Finally, the life of the damaged coating steel bar has been lost in 7320d. As a new method for the corrosion of steel bar under the multi-dimensional factors, the two-dimensional Copula function has certain practical significance by putting forward some new ideas.
机译:为了解决镁水泥混凝土中涂层钢筋受损的寿命预测问题,本研究试图通过将腐蚀电流密度作为单个退化因子来建立边际分布函数。代表钢的腐蚀程度,在电化学工作站中测试了腐蚀电流密度。然后基于Copula函数,建立了受损涂层的联合分布函数。因此,表明可以将裸钢和带涂层的钢筋的腐蚀电流密度用作边界元素,以建立边际分布函数。利用Copula Archimedean函数族的Frank-Copula函数,成功建立了受损涂层钢筋的联合分布函数。最终,损坏的涂层钢筋的寿命在7320d中丧失了。作为多维因素下钢筋腐蚀的一种新方法,二维Copula函数通过提出一些新的思想具有一定的现实意义。

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