2023, 03 March |
DOI: 10.14489/td.2023.03.pp.056-062 Kugushev V. I. Abstract. This document contains monitoring results of structural strength of bearing beams of two large structures. To conduct the monitoring, beam natural oscillations were excited and their spectrum changes in case of possible defects were analysed. Simulators in the form of small-size plates pressed to the beams were used as possible defects (cracks). The specific feature of such a simulation is that the plate, pressed to the beam in an antinodal point of some mode of natural oscillations and damping it, also damps it in all the other antinodal points. The oscillations were excited and received by special transducers with mechanical filters at their inputs. This enables significant reduction of the spectrum of natural oscillations, reducing it to two or several dominant modes. It is shown that during the flaw detection with such a reduced spectrum, two processes take place – damping of natural oscillations and energy redistribution between their modes, which should be taken into account during the monitoring in automated mode. Keywords: large structures, bearing beams, natural oscillations, monitoring, spectrograms.
V. I. Kugushev (LLC “Unified Center for Non-destructive Testing”, Saint-Petersburg, Russia) E-mail: Данный адрес e-mail защищен от спам-ботов, Вам необходимо включить Javascript для его просмотра.
1. Kasatkin B. S., Kudrin A. B., Lobanov L. M. et al. (1981). Experimental methods for the study of deformations and stresses: a handbook. Kiev: Naukova dumka. [in Russian language]
This article is available in electronic format (PDF). The cost of a single article is 500 rubles. (including VAT 20%). After you place an order within a few days, you will receive following documents to your specified e-mail: account on payment and receipt to pay in the bank. After depositing your payment on our bank account we send you file of the article by e-mail. To order articles please copy the article doi: 10.14489/td.2023.03.pp.056-062 and fill out the
|