Towards Calculation of Anisotropic Constructive Elements with Elastic-Plastic Properties
https://doi.org/10.31675/1607-1859-2024-26-4-230-242
Abstract
Calculation improvement of asphalt concrete possessing parameters of structurally unstable material is based on the problem of increasing the bearing capacity in terms of the expansion of borders of elastic and plastic material deformation.
Purpose: Determination of elastic-plastic characteristics of asphalt concrete during non-equiibrium deformation and elastic aftereffect.
Practical implications: The estimation of strength of asphalt concrete pavement of carriageway is based on a solution of the contact problem for structurally unstable material.
About the Authors
V. M. Kartopoltsev
OOO “DIAMOS”; Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Vladimir M. Kartopoltsev, DSc, Professor
24/1, Solyanoy Str., 634003, Tomsk
2, Solyanaya Sq., 634003, Tomsk
A. A. Alekseev
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Аleksandr А. Alekseev, PhD, A/Professor
2, Solyanaya Sq., 634003, Tomsk
B. A. Paraev
Municipal Public Institution Deaprtment "Urban Economy and Forestry"
Russian Federation
Russian Federation
Batyr A Paraev, Master
3/1, Stroitelei Str., Gorno-Altaisk
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Review
For citations:
Kartopoltsev V.M., Alekseev A.A., Paraev B.A. Towards Calculation of Anisotropic Constructive Elements with Elastic-Plastic Properties. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2024;26(4):230-242. (In Russ.) https://doi.org/10.31675/1607-1859-2024-26-4-230-242
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