ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS
Abstract
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.
About the Authors
M. K. Pshembaev
The Committee for Automobile Roads of the Republic of Kazakhstan
Kazakhstan
Kazakhstan
Associate Professor, PhD in Engineering
Ya. N. Kovalev
Belarusian National Technical University
Belarus
Belarus
Professor, PhD in Engineering
V. D. Akelyev
Belarusian National Technical University
Belarus
Belarus
Professor, PhD in Engineering
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Review
For citations:
Pshembaev M.K., Kovalev Ya.N., Akelyev V.D. ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS. ENERGETIKA. Proceedings of CIS higher education institutions and power engineering associations. 2015;(4):54-63. (In Russ.)
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