The quality control of underground gas pipelines via the electromagnetic and acoustic method

Matvienko, A. F.; Корзунин, Г. С.; Loskutov, V. E.; Babkin, S. A.

doi:10.1134/s1061830915090077

Cited by 3 publications

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“…42-52 L.V. Volkova et al Приборы и методы измерений 2019 Полученные значения не противоречат измеренным данным по модулям упругости в раз-личных кристаллографических направлениях и эквивалентны значениям, приведенным в [2]. Table Упругие 2019, vol.…”

Section: упругие модули и анизотропия свойствunclassified

“…Одним из основных условий безопасной эксплуатации газопроводов является использование неразрушающих методов контроля, среди которых как традиционно развиваемые методы магнитной внутритрубной диагностики [1], так и перспективные ультразвуковые методы с использованием бесконтактных электромагнитно-акустических преобразователей [2], преобразователей с сухим точечным контактом, низкочастотные акустические методы волноводного контроля [3-4] и другие [5][6][7][8]. Большинство методов современного контроля и диагностики ориентировано на выявление дефектов в виде несплошностей, снижающих прочность изделий.…”

Section: Introductionunclassified

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Device and Methods for Measuring of Acoustic Anisotropy and the Residual Stress in the Main Gas Pipelines’ Metal

Волкова

Муравьева

Муравьев

et al. 2019

Prib. metody izmer.

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One of the main conditions of safe operation of gas pipelines is the use of non-destructive diagnostic methods. Particularly important problem is the earlier operational diagnosis of pipes’ material of main gas pipelines based on the evaluation of the stress-strain state, elastic moduli and properties anisotropy by acoustic methods. The aim of the work is to develop methods for acoustic assessment of the stress-strain state, the elastic moduli and the properties anisotropy of pipeline material and to study these characteristics in different sections of main pipelines using a device based on contactlessEMAtransducers.Methods are implemented using specialized equipment (the structurescopeSEMA) and non-contact electromagnetic acoustic transducers. As an object of research, we used fragments – the cuttings of gas pipelines with circumferential welds both after fabrication and removed from service with stress corrosion cracking, including ones with corrosion damage and without visible damage.The method of determining the plane stress-strain state of pipeline elements is based on the phenomenon of acoustoelasticity – the dependence of the propagation velocity of ultrasonic waves on mechanical stresses. The method for determining the elastic characteristics of materials and the anisotropy of their properties is based on the relationship between the velocities of ultrasonic waves and the elastic properties of the medium. Both techniques are implemented by sounding the sample in one section using a longitudinal wave and two shear waves with mutually perpendicular polarization planes coinciding with the main stresses, and measuring their propagation times.It is shown that the stress state distribution both in the circumferential direction and along the generatrix is uneven which is caused by the peculiarities of samples (presence of a welded joint, stress corrosion cracking, long-term operation). The smallest acoustic anisotropy is observed for the Young's modulus. The anisotropy of the properties of most samples is in the range of 12–14 % for shear modulus, 9–10 % for Young’s modulus, 13–15 % for Poisson’s ratio. For samples with stress corrosion cracking a sharp decrease in the anisotropy coefficient is observed which makes it possible to use the indicated characteristics as informative parameters in detecting stress corrosion cracking.A feature of the proposed methods is high accuracy, due to the absence of necessity to determine the material density and precision measurement of its thickness, the measurement error of which is significant by known methods.Keywords:main gas pipeline, elastic moduli, acoustic anisotropy of properties, the biaxial stress-strain state, longitudinal and transversal waves.

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Section: упругие модули и анизотропия свойствunclassified

Section: Introductionunclassified