Mathematical model of the process estimation of the deformation of the road surface
DOI:
https://doi.org/10.15587/1729-4061.2014.24808Keywords:
road pavement, stress state, strain state, Boussinesq problem, curvature radiusAbstract
A method of estimating the stress-strain state of road pavements resulting from the effect of operating loads was developed. For solving the above mentioned problem, mathematical models of deformation, which are based on solving the classical Boussinesq problem, were used. The formulae for calculating six components of a tensor of mechanical stresses in road pavements for estimating the depths at which stresses have maximum values were studied. A scheme of traffic loads during the active road transport movement for different number of vehicles was proposed. Based on this scheme the formulae for determining all components of the stress tensor were suggested.
For implementing the developed models and algorithms, the software systems were created. In addition, the model and practical computations for real road sections with different types of pavement were carried out.
The possibility of considering the peculiarities of spatial configuration of highway sections and, in particular, their curvature radii while estimating the stress-strain state of these sections, was studied. This approach will allow working out software systems for estimating and predicting the road pavements state, based on the traffic analysis and studying physical and mechanical properties of the materials, which the pavements were made of. The further coordinates for studying the problem were defined.
References
- Харченко, А. М. Сучасні аспекти проектування річної програми робіт дорожньо-ремонтних організацій [Текст] : тези доп. / А. М. Харченко // 65-та науково-практична конференція науково-педагогічних працівників, аспірантів, студентів та структурних підрозділів університету. – Київ: НТУ, 2009. – 122 с.
- Baltic Road Association [Electronic Resource] / Available at : http://www.balticroads.org/downloads/27BRC/27BRC_A2_Tootsi_1.pdf. – Title from the screen.
- Победря, Б. Е. Лекции по теории упругости [Текст] / Б. Е. Победря, Д. В. Георгиевский. – М.: Эдиториал, УРСС, 1999. – 208 с.
- Гамеляк, І. П. Надійність конструкції дорожнього одягу. Частина 1. Проектна та технологічна надійність [Текст] / І. П. Гамеляк // Автошляховик України. — 2006. — № 5. — С. 39–44
- Ищенко, И. С. Технология устройства и ремонта асфальтобетонных покрытий [Текст] / И. С. Ищенко, Т. Н. Калашникова, Д. А. Семенов. – М.: Аир Арт, 2001. – 173 с.
- Горелышев, Н. В. О пластичности дорожного асфальтового бетона [Текст] / Н. В. Горелышев, Ф. Н. Пантелеев // Труды МАДИ. – 1933. – Вып. 15. – С. 138–152.
- Bueckner, H. F. A novel principles for the computation of stress intensity factors [Тext] / H. F. Bueckner // ZAMM. – 1970. – Vol. 50 (9). – P. 529–546
- Eck, C. Asymptotic analysis for a mixed boundary-value contact problem [Тext] / C. Eck, S. A. Nazarov, W. L. Wendland // Arch. Ration. Mech. Analysis. – 2001. – Vol. 156. – P. 275–316.
- Aleksandrov, V. M. Asymptotic methods in contact mechanics [Тext] / V. M. Aleksandrov // Math. Comp. Modelling. – 1998. – Vol. 28 (4-8). – P. 29–35.
- Pearson, C. E. Theoretical Elasticity [Тext] / C. E. Pearson. – Cambridge, Massachusetts: Harvard Univ. Press, 1959. – 218 p.
- Rajapakse, R. Load-transfer problems for the transversely isotropic elastic media [Тext] / R. Rajapakse, Y. Wang // J. Eng. Mechanics. – 1990. – Vol. 116 (12). – P. 2643–2662.
- Ремонт, обслуживание, эксплуатация автомобилей [Электронный ресурс] / Режим доступа: http://www.autoprospect.ru.
- Harchenko, A. M. (2009). Modern aspects of the design of the annual work program of road maintenance organizations. 65th Scientific Conference of scientific and pedagogical staff, graduate and undergraduate students of the University of structural units. Kyiv: NTU, 122.
- Baltic Road Association. Available at: http://www.balticroads.org/downloads/27BRC/27BRC_A2_Tootsi_1.pdf.
- Pobedria, B. E., Heorhievskiy, D. V. (1999). Lectures on the theory of elasticity. Moscow, USSR: Aditorial, 208.
- Hameliak, I. P. (2006). Reliability design of pavement. Part 1. Project and process security The motorway constructor of Ukraine. 5, 39–44.
- Ishchenko, I. S., Kalashnikova, T. N., Semenov, D. A. (2001). Technology of installation and repair of asphalt concrete pavements. Moscow.: Air Art., 173.
- Gorelyshev, N. V., Panteleev, F. N. (1933). About road asphaltic concrete plasticity. Proceedings of MARI, 15, 138–152.
- Bueckner, H. F. (1970). A novel principles for the computation of stress intensity factors. ZAMM, Vol. 50, № 9, 529–546.
- Eck, C., Nazarov, S. A., Wendland, W. L. (2001). Asymptotic analysis for a mixed boundary-value contact problem. Arch. Ration. Mech. Analysis, Vol. 156, 275–316.
- Aleksandrov, V. M. (1998). Asymptotic methods in contact mechanics. Math. Comp. Model., 28, 4-8, 29–35.
- Pearson, C. E. (1959). Theoretical Elasticity. Cambridge, Massachusetts: Harvard Univ. Press, 218.
- Rajapakse, R., Wang, Y. (1990). Load-transfer problems for the transversely isotropic elastic media. J. Eng. Mechanics, 116, 12, 2643–2662.
- Repair, maintenance, operation of cars. Available at: http://www.autoprospect.ru.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2014 Андрій Петрович Олійник, Борис Сергійович Незамай, Вікторія Ігорівна Пулик
This work is licensed under a Creative Commons Attribution 4.0 International License.
The consolidation and conditions for the transfer of copyright (identification of authorship) is carried out in the License Agreement. In particular, the authors reserve the right to the authorship of their manuscript and transfer the first publication of this work to the journal under the terms of the Creative Commons CC BY license. At the same time, they have the right to conclude on their own additional agreements concerning the non-exclusive distribution of the work in the form in which it was published by this journal, but provided that the link to the first publication of the article in this journal is preserved.
A license agreement is a document in which the author warrants that he/she owns all copyright for the work (manuscript, article, etc.).
The authors, signing the License Agreement with TECHNOLOGY CENTER PC, have all rights to the further use of their work, provided that they link to our edition in which the work was published.
According to the terms of the License Agreement, the Publisher TECHNOLOGY CENTER PC does not take away your copyrights and receives permission from the authors to use and dissemination of the publication through the world's scientific resources (own electronic resources, scientometric databases, repositories, libraries, etc.).
In the absence of a signed License Agreement or in the absence of this agreement of identifiers allowing to identify the identity of the author, the editors have no right to work with the manuscript.
It is important to remember that there is another type of agreement between authors and publishers – when copyright is transferred from the authors to the publisher. In this case, the authors lose ownership of their work and may not use it in any way.