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Ratcheting analysis of 'pipe - freezing soil' interaction

机译:“管-冻土”相互作用的棘轮分析

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Flotation of buried pipelines at cyclic freezing and thawing of the surrounding soil prevents normal operation of pipelines and may lead to their fracture. This problem is especially relevant for buried pipelines in freezing soils with high water content. The traditional explanation for this emergence of the phenomenon is the Archimedean force (even the term "flotation" indicates this). At the same time, a similar phenomenon known as "strain accumulation" or "ratcheting" is well known in high-temperature engineering. This phenomenon consists in the increase of a structure displacements with the number of loading cycles. Under certain conditions, such accumulation can become stable (the same in successive cycles) and lead to large accumulated displacements after a corresponding number of cycles. The study considers an attempt of applying the methods developed for analyzing displacement accumulation in high-temperature structures of power engineering industry, to the problem of pipeline flotation. It shows that such a mechanism (ratcheting) can play an important role in this task, and the choice of ways to counteract the flotation essentially depends on the process mechanism.
机译:在循环冻结和融化周围土壤时对地下管道进行浮选会妨碍管道的正常运行,并可能导致管道破裂。这个问题对于含水量高的冻土中的地下管道特别重要。这种现象出现的传统解释是阿基米德部队(甚至“浮选”一词也表明了这一点)。同时,在高温工程中众所周知的类似现象被称为“应变累积”或“棘轮”。这种现象在于结构位移随着加载循环次数的增加而增加。在某些条件下,这种累积可能变得稳定(在连续的循环中相同),并在相应数目的循环后导致大的累积位移。该研究考虑了将为分析电力工程行业高温结构中的位移累积而开发的方法应用于管道浮选问题的尝试。它表明,这种机制(棘轮)可以在此任务中发挥重要作用,而抵消浮选的方式的选择基本上取决于过程机制。

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