ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS
The heat fluxes impact on the road-dressing concrete surfacing under different regions climatic conditions of the construction and maintenance dramatically degrades their solidity, corroding-, shiftingand frost-resistance, and ultimately – the service durability. The source of deformation processes...
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| Format: | Article |
| Language: | Russian |
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Belarusian National Technical University
2015-09-01
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| Series: | Izvestiâ Vysših Učebnyh Zavedenij i Ènergetičeskih ob Edinennij SNG. Ènergetika |
| Subjects: | |
| Online Access: | https://energy.bntu.by/jour/article/view/880 |
| _version_ | 1797879832372051968 |
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| author | M. K. Pshembaev Ya. N. Kovalev V. D. Akelyev |
| author_facet | M. K. Pshembaev Ya. N. Kovalev V. D. Akelyev |
| author_sort | M. K. Pshembaev |
| collection | DOAJ |
| description | The heat fluxes impact on the road-dressing concrete surfacing under different regions climatic conditions of the construction and maintenance dramatically degrades their solidity, corroding-, shiftingand frost-resistance, and ultimately – the service durability. The source of deformation processes is the character of the gradient temperature fields in the road dressing materials developing with both protracted (static) and short run (dynamic) heat-and-mass impacts that forward destruction of the pavement surface layers being in contact with free air. In addition, pulsating hydrodynamic pressures appear in the pores of moisture-laden pavement as a result of the vehicular traffic that foster material structure disruption of the surface layers leading to irreversible deformation incipiency (cracks etc.). The authors report of developing a С++ computer program for temperature and gradient fields engineering evaluations of the road dressings made of materials with various surfacing and free-air thermophysical characteristics in line with boundary conditions of the 3rd kind for semi-bounded body. The paper presents the evaluation results in form of graphical curves of the temperature allocation along the surfacing thickness as function of its initial temperature and thermophysical characteristics of the concrete. |
| first_indexed | 2024-04-10T02:53:29Z |
| format | Article |
| id | doaj.art-b14fdfa6df49479791df9e4a49012a7a |
| institution | Directory Open Access Journal |
| issn | 1029-7448 2414-0341 |
| language | Russian |
| last_indexed | 2024-04-10T02:53:29Z |
| publishDate | 2015-09-01 |
| publisher | Belarusian National Technical University |
| record_format | Article |
| series | Izvestiâ Vysših Učebnyh Zavedenij i Ènergetičeskih ob Edinennij SNG. Ènergetika |
| spelling | doaj.art-b14fdfa6df49479791df9e4a49012a7a2023-03-13T07:41:49ZrusBelarusian National Technical UniversityIzvestiâ Vysših Učebnyh Zavedenij i Ènergetičeskih ob Edinennij SNG. Ènergetika1029-74482414-03412015-09-01045463858ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTSM. K. Pshembaev0Ya. N. Kovalev1V. D. Akelyev2Комитет по автомобильным дорогам Республики КазахстанБелорусский национальный технический университетБелорусский национальный технический университетThe heat fluxes impact on the road-dressing concrete surfacing under different regions climatic conditions of the construction and maintenance dramatically degrades their solidity, corroding-, shiftingand frost-resistance, and ultimately – the service durability. The source of deformation processes is the character of the gradient temperature fields in the road dressing materials developing with both protracted (static) and short run (dynamic) heat-and-mass impacts that forward destruction of the pavement surface layers being in contact with free air. In addition, pulsating hydrodynamic pressures appear in the pores of moisture-laden pavement as a result of the vehicular traffic that foster material structure disruption of the surface layers leading to irreversible deformation incipiency (cracks etc.). The authors report of developing a С++ computer program for temperature and gradient fields engineering evaluations of the road dressings made of materials with various surfacing and free-air thermophysical characteristics in line with boundary conditions of the 3rd kind for semi-bounded body. The paper presents the evaluation results in form of graphical curves of the temperature allocation along the surfacing thickness as function of its initial temperature and thermophysical characteristics of the concrete.https://energy.bntu.by/jour/article/view/880температураградиентыпокрытиеанализкоэффициентыграничные условияпараметры |
| spellingShingle | M. K. Pshembaev Ya. N. Kovalev V. D. Akelyev ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS Izvestiâ Vysših Učebnyh Zavedenij i Ènergetičeskih ob Edinennij SNG. Ènergetika температура градиенты покрытие анализ коэффициенты граничные условия параметры |
| title | ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS |
| title_full | ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS |
| title_fullStr | ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS |
| title_full_unstemmed | ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS |
| title_short | ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS |
| title_sort | estimation of the concrete pavement temperature fields and their gradients |
| topic | температура градиенты покрытие анализ коэффициенты граничные условия параметры |
| url | https://energy.bntu.by/jour/article/view/880 |
| work_keys_str_mv | AT mkpshembaev estimationoftheconcretepavementtemperaturefieldsandtheirgradients AT yankovalev estimationoftheconcretepavementtemperaturefieldsandtheirgradients AT vdakelyev estimationoftheconcretepavementtemperaturefieldsandtheirgradients |