Control of the technical condition of reinforced concrete products and structures by the method of acoustic-electric transformations

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The article discusses the possibility of using the acoustic-electrical transformation method to detect cracks and mechanical compressive strength of concrete. Numerical and experimental studies of changes in the parameters of the electromagnetic response of model samples of concrete made of a cement-sand mixture with a crack to a deterministic pulsed acoustic impact are presented. It is shown that the presence of a crack is determined by changes in the amplitude-frequency parameters of the electromagnetic response from the sample. An example of determining the locations of weakening of the mechanical strength of a concrete construction beam based on the parameters of electromagnetic signals is given. The results of comparative tests for determining the mechanical compressive strength of concrete, obtained using a calibrated sclerometer and an acoustoelectric method, are shown. The results of monitoring the mechanical strength of concrete structures of an operating bridge crossing over a river are also presented based on the parameters of the electromagnetic response that arise during impact probing with acoustic pulses.

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作者简介

V. Gordeev

Institute of Monitoring of Climatic and Ecological Systems SB RAS

编辑信件的主要联系方式.
Email: gordeev_vasiliy_tomsk@mail.ru
俄罗斯联邦, 634025 Tomsk, Academic Avenue, 10/3

A. Bespal’ko

Tomsk State University of Control Systems and Radioelectronics

Email: besko48@tpu.ru
俄罗斯联邦, 634050 Tomsk, Lenin Avenue, 40

S. Shtalin

Tomsk State University of Control Systems and Radioelectronics

Email: sersh1965@gmail.com
俄罗斯联邦, 634050 Tomsk, Lenin Avenue, 40

S. Malyshkov

Institute of Monitoring of Climatic and Ecological Systems SB RAS

Email: msergey@imces.ru
634025 Tomsk, Academic Avenue, 10/3

Junhua Luo

Tomsk Polytechnic University

Email: lulubvv@foxmail.com
俄罗斯联邦, 634050 Tomsk, Lenin Avenue, 30

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2. Fig. 1. Scheme of excitation of deterministic acoustic pulses and recording of electromagnetic responses to such impact in a sample (100×100×100) mm³ of cement-sand mixture with crushed stone filler (a); example of control results (in color) of amplitude parameters of electromagnetic responses around a crack (b).

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3. Fig. 2. Scheme of excitation of deterministic acoustic pulses and recording of electromagnetic responses to such impact in a concrete construction beam (a); example of results of monitoring acoustic-electric transformations in a beam (b).

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4. Fig. 3. Concrete bridge crossing controlled by acoustic-electric method.

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5. Fig. 4. Example of monitoring the compressive strength of bridge supports using the acoustic-electric method: the "PROCHNOST-1" recorder with a mechanical striker (1), electromagnetic receiver (2) and indicator (3) (a); example of monitoring the mechanical compressive strength of a bridge support (b).

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6. Fig. 5. Block diagram of the electromagnetic emission signal recorder with a microprocessor electronic unit and a mechanical striker.

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7. Fig. 6. Schematic diagram of a differential capacitive sensor.

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8. Fig. 7. Numerical modeling of the change in stress intensity in the area of ​​a sample with dimensions (42×80)×10⁻³ m² after 30×10⁻⁶ s from the moment of introduction of a deterministic acoustic pulse in the middle of the surface: a — a crack of 10⁻² m; b — two cracks of length 20×10⁻³ and 42×10⁻³ m along the sample axis, the first of which was located at a distance of 10⁻² m from the edge of the sample, and the second — at a distance of 10⁻² m from the first; c — the region contains several cracks located along the major axis of the sample with dimensions (2.0; 4.0; 8.0; 16.0; 32.0; 64.0)×10⁻³ m, the distance between cracks is 5×10⁻³ m, the cracks are located in order of increasing from the shortest to the longest from the point of application of the pulse; g — color gamut of stress intensity.

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9. Fig. 8. Regularity of change in the amplitude of electromagnetic responses during acoustic-electric transformations in model concrete samples (a); logarithmic dependence of the parameter K, taking into account the amplitude and frequency of electromagnetic emission signals from the load Pps of concrete samples (b).

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10. Fig. 9. Predicted values ​​of mechanical compressive strength based on the results of measurements with the IPC-MG4 sclerometer (a) and predicted values ​​of Pps based on the results of measurements with the PROCHNOST-1 device (b): 1 — actual linear approximation of the mechanical compressive strength of concrete using a loading machine; 2 — linear approximation based on the results of measurements with the sclerometer; 3 — linear approximation based on the results of measurements with the PROCHNOST-1 device.

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11. Fig. 10. Typical forms of electromagnetic responses on samples of concrete made from cement-sand mixture with minimum (a) and maximum (c) mechanical compressive strength and their amplitude-frequency spectra (b) and (d), respectively.

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12. Fig. 11. Distribution of mechanical compressive strength of a bridge crossing over a river, obtained by the acoustic-electric method.

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