RESEARCH OF DEFLECTIONS OF THE UNDERCRANE BEAM DURING THE OPERATION OF A BRIDGE CRANE USING THE METHOD OF LASER INTERFEROMETRY

Authors

  • V. Hrytsenko Sumy Building College

DOI:

https://doi.org/10.33042/2522-1809-2023-1-175-64-68

Keywords:

deformations, measurements, interferometer, non-contact method, building structures

Abstract

Assessment of deformations and displacements of building structures is performed by solving many different problems. Depending on the specifics of the task, different measurement accuracy is required. In some displacement measurements, direct contact of the measuring device with some points of the structure under research is impossible: distant and high-placed structures, structures in the high temperature zone, etc. Contact with the measuring device of structures made of materials with low rigidity, thin films, elastic threads, or in cases where the material reaches the yield point is undesirable. In these cases, the inherent rigidity of the measuring device can distort the general picture of deformations, which will lead to significant errors.

The article discusses modern methods of laser interferometry for non-contact assessment of movements and deformations of building structures, which make it possible to conduct unique non-contact measurements of both small and large deformations of various structures.

The scientific value of the article lies in the fact that for the non-contact assessment of movements and deformations of building structures, it is proposed to use the most modern methods of laser interferometry, which make it possible to conduct unique non-contact measurements of both small and large deformations of various structures that work elastically, non-linearly, or are in plastic state in experimental conditions of high temperatures, radiation, with the provision of a high degree of automation of measurements and processing of results.

The practical value of the research consists in the development of a technique that offers a non-contact assessment of movements and deformations of building structures using laser interferometry and makes it possible to provide measurements with an accuracy of 1×10-8 m and a frequency of 10-100 measurements per second with automation of registration and processing of results; carry out studies of building structures, buildings and structures in the mechanics of deformed solids and in the technique of surveying building structures, determining their performance, especially in conditions of high temperatures during fire resistance tests, in conditions of increased radiation, where high-precision and at the same time easy-to-use methods are required automated methods.

The proposed technique provides unique opportunities for non-contact assessment of small deformations when studying the phenomena of shrinkage, swelling, creep, and plastic deformations.

Author Biography

V. Hrytsenko, Sumy Building College

Candidate of Technical Sciences, Lecturer of special disciplines

References

Tsygika M., Stoyka I., Grabar O. (2014) A dynamic interferometer based on the photorefractive effect in the Sn2P2S6 crystal. Scientific Bulletin of the Uzhhorod University. Ser.: Physics. No. 35. P. 74-78.

Methods and instruments of high-precision geodetic measurements in construction. (1976) Under the editorship. V. Bolshakova. M. Nedra, 335p.

Bryn M., Afonin D., Bogomolova N. (2017) Geodetic Monitoring of Deformation of Building Surrounding an Underground Construction. Procedia Engineering. Vol. 189. Рp. 386–392.

Mints A. (1968) Cybernetic accelerator for 1000 billion electron volts. Nature. M. Nauka, N.4. p. 8-15.

Khaikin S., Kaplanovsky N., Esepkin N. (1970) Large Pulkovo radio telescope. Proceedings of the GAO in Pulkovo. N8164. p.3-25

Khaikin S., Kaplanovsky N., Panisky Yu. (1971) Radio telescope "RATAN-600". Proceedings of the GAO in Pulkovo. Ne188.р. 3-12

Simkin G., Lukin І., Sikora S. (1969) Measuring the speed of propagation of electromagnetic waves (velocity of light) using an interferometer. Proceedings of KhGNIIM. Issue 2. pp. 4-45.

Baran P.I. (1990) Geodetic works during the installation and ecolocation of equipment. M. Nedra, 233p.

Published

2023-04-03

How to Cite

Hrytsenko, V. (2023). RESEARCH OF DEFLECTIONS OF THE UNDERCRANE BEAM DURING THE OPERATION OF A BRIDGE CRANE USING THE METHOD OF LASER INTERFEROMETRY. Municipal Economy of Cities, 1(175), 64–68. https://doi.org/10.33042/2522-1809-2023-1-175-64-68