Mathematical Modeling of Vibrations of an Elastic Shell Under the Influence of Ground

S. Gaponenko, A. Kondratiev, A. A. Ibadov
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引用次数: 3

Abstract

Nowadays, in the era of modern technologies, when the route of a cable or pipeline can be reflected using $\pmb{3}\mathbf{D}$ modeling with the GPS reference, unfortunately, the question of whether the connection is hidden on a particular section of the structure or not remains extremely urgent. Prospecting, laying new communications with digging trenches and channels, laying hidden messages by the method of horizontally directed drilling (HDD) are often exposed to failures or performed with significant financial costs due to the lack of information or accidental damaging of power cable lines and pipelines. At the same time, the scope of the tasks of contractors is limited not only by the performance of construction and repair work, but also by providing detailed information (plans, maps and diagrams) about the place of lying of the engineering networks. To avoid such situations, it is necessary to monitor the location of engineering communications. In this article, the new method for monitoring the location of buried pipelines was proposed, and mathematical modeling was performed in the ANSYS program for finite elements, which confirms the effectiveness of the proposed technical solution.
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地面作用下弹性壳振动的数学建模
如今,在现代技术的时代,当电缆或管道的路线可以用GPS参考的$\pmb{3}\mathbf{D}$建模来反映时,不幸的是,连接是否隐藏在结构的特定部分的问题仍然非常迫切。由于缺乏信息或电力电缆线路和管道的意外损坏,探矿、铺设新通信、通过水平定向钻井(HDD)方法铺设隐藏信息经常暴露于失败或造成重大财务成本。同时,承包商的任务范围不仅受到施工和维修工作的限制,而且还受到提供有关工程网络位置的详细信息(计划,地图和图表)的限制。为了避免这种情况,有必要对工程通信的位置进行监控。本文提出了一种新的埋地管道位置监测方法,并在ANSYS有限元软件中进行了数学建模,验证了所提出技术方案的有效性。
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