Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1
The present article is devoted to the formulation of the problem and the development of a model for the vibration damping properties of the roadbed at the base of the ballast prism’s bottom of normalized thickness, a protective sand cushion and clayey soils under the influence of harmonic oscillatio...
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| Format: | Article |
| Language: | Russian |
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Joint Stock Company «Railway Scientific and Research Institute»
2017-06-01
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| Series: | Вестник Научно-исследовательского института железнодорожного транспорта |
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| Online Access: | https://www.journal-vniizht.ru/jour/article/view/151 |
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| _version_ | 1850046439347978240 |
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| author | V. M. Bel’Kov |
| author_facet | V. M. Bel’Kov |
| author_sort | V. M. Bel’Kov |
| collection | DOAJ |
| description | The present article is devoted to the formulation of the problem and the development of a model for the vibration damping properties of the roadbed at the base of the ballast prism’s bottom of normalized thickness, a protective sand cushion and clayey soils under the influence of harmonic oscillations based on physical and chemical mechanics. When analyzing the interaction between the car and the railway, typically the Kelvin - Voigt body is used and the roadbed is represented as a certain adjusted concentrated mass participating in vibrations with sleepers and rails. But this model is inapplicable for layered systems that do not have, in principle, concentrated masses. Such problems can only be solved using the theory of wave processes. In addition, for the occurrence of oscillations in loam it is necessary to have a medium under it reflecting the vertical longitudinal wave. Otherwise, the reverse half-wave will not form, and the compression wave will go deeper and turn into heat in the end. Due to the reflection at the interface of the layered system in each layer, the amplitude and absorption of the energy of the harmonic oscillations will be different from the initial displacement amplitude of the rails. That is, such problems can be solved only using the theory of wave processes. In view of the reflection of deformation waves from the outer surfaces of the sleepers (faces, side surfaces) and their compensation, the task of modeling becomes a one-dimensional. |
| format | Article |
| id | doaj-art-e9fe4c85e3484f3a9bf9126ea7e44471 |
| institution | DOAJ |
| issn | 2223-9731 2713-2560 |
| language | Russian |
| publishDate | 2017-06-01 |
| publisher | Joint Stock Company «Railway Scientific and Research Institute» |
| record_format | Article |
| series | Вестник Научно-исследовательского института железнодорожного транспорта |
| spelling | doaj-art-e9fe4c85e3484f3a9bf9126ea7e444712025-08-20T02:54:27ZrusJoint Stock Company «Railway Scientific and Research Institute»Вестник Научно-исследовательского института железнодорожного транспорта2223-97312713-25602017-06-0176318719210.21780/2223-9731-2017-76-3-187-192151Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1V. M. Bel’Kov0Joint Stock Company “Railway Research Institute” (JSC “VNIIZhT”)The present article is devoted to the formulation of the problem and the development of a model for the vibration damping properties of the roadbed at the base of the ballast prism’s bottom of normalized thickness, a protective sand cushion and clayey soils under the influence of harmonic oscillations based on physical and chemical mechanics. When analyzing the interaction between the car and the railway, typically the Kelvin - Voigt body is used and the roadbed is represented as a certain adjusted concentrated mass participating in vibrations with sleepers and rails. But this model is inapplicable for layered systems that do not have, in principle, concentrated masses. Such problems can only be solved using the theory of wave processes. In addition, for the occurrence of oscillations in loam it is necessary to have a medium under it reflecting the vertical longitudinal wave. Otherwise, the reverse half-wave will not form, and the compression wave will go deeper and turn into heat in the end. Due to the reflection at the interface of the layered system in each layer, the amplitude and absorption of the energy of the harmonic oscillations will be different from the initial displacement amplitude of the rails. That is, such problems can be solved only using the theory of wave processes. In view of the reflection of deformation waves from the outer surfaces of the sleepers (faces, side surfaces) and their compensation, the task of modeling becomes a one-dimensional.https://www.journal-vniizht.ru/jour/article/view/151vibration dampingroadbedelastic-viscoplastic propertiesharmonic analysesvertical oscillating waves |
| spellingShingle | V. M. Bel’Kov Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1 Вестник Научно-исследовательского института железнодорожного транспорта vibration damping roadbed elastic-viscoplastic properties harmonic analyses vertical oscillating waves |
| title | Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1 |
| title_full | Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1 |
| title_fullStr | Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1 |
| title_full_unstemmed | Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1 |
| title_short | Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1 |
| title_sort | modelling of vibration damping properties of elastic viscoplastic layers of the roadbed problem statement 1 |
| topic | vibration damping roadbed elastic-viscoplastic properties harmonic analyses vertical oscillating waves |
| url | https://www.journal-vniizht.ru/jour/article/view/151 |
| work_keys_str_mv | AT vmbelkov modellingofvibrationdampingpropertiesofelasticviscoplasticlayersoftheroadbedproblemstatement1 |