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A Time-Variant Reliability Model for Copper Bending Pipe under Seawater-Active Corrosion Based on the Stochastic Degradation Process

机译:基于随机退化过程的海水主动腐蚀下弯管的时变可靠性模型

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摘要

In the degradation process, the randomness and multiplicity of variables are difficult to describe by mathematical models. However, they are common in engineering and cannot be neglected, so it is necessary to study this issue in depth. In this paper, the copper bending pipe in seawater piping systems is taken as the analysis object, and the time-variant reliability is calculated by solving the interference of limit strength and maximum stress. We did degradation experiments and tensile experiments on copper material, and obtained the limit strength at each time. In addition, degradation experiments on copper bending pipe were done and the thickness at each time has been obtained, then the response of maximum stress was calculated by simulation. Further, with the help of one kind of Monte Carlo method we propose, the time-variant reliability of copper bending pipe was calculated based on the stochastic degradation process and interference theory. Compared with traditional methods and verified by maintenance records, the results show that the time-variant reliability model based on the stochastic degradation process proposed in this paper has better applicability in the reliability analysis, and it can be more convenient and accurate to predict the replacement cycle of copper bending pipe under seawater-active corrosion.
机译:在退化过程中,变量的随机性和多样性很难用数学模型来描述。但是,它们在工程中很常见,不能忽略,因此有必要深入研究这个问题。本文以海水管道系统中的铜弯管为分析对象,通过解决极限强度和最大应力的干扰来计算时变可靠度。我们对铜材料进行了降解实验和拉伸实验,并获得了每次的极限强度。另外,对铜管弯曲进行了降解实验,得到了每次弯曲的厚度,然后通过仿真计算了最大应力的响应。此外,我们提出了一种基于蒙特卡洛方法的铜弯管,其时变可靠性基于随机退化过程和干扰理论进行了计算。结果表明,本文提出的基于随机退化过程的时变可靠性模型与传统方法比较,并经维修记录验证,在可靠性分析中具有较好的适用性,可以更方便,准确地预测更换量。海水腐蚀下铜弯管的循环

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