 | | Mechanics of Solids
A Journal of Russian Academy of Sciences | | Founded
in January 1966
Issued 6 times a year
Print ISSN 0025-6544
Online ISSN 1934-7936 |
Archive of Issues
| Total articles in the database: | | 12804 |
| In Russian (Èçâ. ÐÀÍ. ÌÒÒ): | | 8044
|
| In English (Mech. Solids): | | 4760 |
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| I.O. Glot, V.P. Matveenko, R.V. Tsvetkov, I.N. Shardakov, and A.P. Shestakov, "Spatiotemporal Distribution of Deformation Processes in Reinforced Concrete Structure under Shock-Wave Exposure (Simulation & Experiment)," Mech. Solids. 54 (3), 420-428 (2019) |
| Year |
2019 |
Volume |
54 |
Number |
3 |
Pages |
420-428 |
| DOI |
10.3103/S0025654419020055 |
| Title |
Spatiotemporal Distribution of Deformation Processes in Reinforced Concrete Structure under Shock-Wave Exposure (Simulation & Experiment) |
| Author(s) |
I.O. Glot (Institute of Continuous Media Mechanics of the Ural Branch of the Russian Academy of Sciences, ul. akademika Koroleva 1, Perm, 614013 Russia, glot@icmm.ru)
V.P. Matveenko (Institute of Continuous Media Mechanics of the Ural Branch of the Russian Academy of Sciences, ul. akademika Koroleva 1, Perm, 614013 Russia)
R.V. Tsvetkov (Institute of Continuous Media Mechanics of the Ural Branch of the Russian Academy of Sciences, ul. akademika Koroleva 1, Perm, 614013 Russia)
I.N. Shardakov (Institute of Continuous Media Mechanics of the Ural Branch of the Russian Academy of Sciences, ul. akademika Koroleva 1, Perm, 614013 Russia)
A.P. Shestakov (Institute of Continuous Media Mechanics of the Ural Branch of the Russian Academy of Sciences, ul. akademika Koroleva 1, Perm, 614013 Russia) |
| Abstract |
The article deals with the experimental and theoretical study of deformation processes in a reinforced concrete structure, which is a part of a hybrid precast/cast-in-place building on a scale of 1:2. The propagation of elastic waves caused by shock impact on various structure parts is analyzed. The results of numerical simulation of elastic wave propagation through structural elements are presented. Based on the data of mathematical modeling, experimental algorithms for structure investigation have been developed. The parameters of the shock impact and the characteristics of the equipment measuring the deformation response have been selected. The data of a physical experiment on shock-wave exposure on a structure in the elastic deformation mode are presented. |
| Keywords |
reinforced concrete, full-scale model of a building, elasticity, deformation, shockwave exposure, vibration diagnostics, mathematical modeling, experiment |
| Received |
15 November 2018 |
| Link to Fulltext |
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