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Thermal Stress State of Layered and Inhomogeneous Pavement

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International Applied Mechanics Aims and scope

The problem of the thermoelastic stress–strain states of layered pavements subject to temperature change at night is considered. It is shown that the constitutive equations describing the problem are singularly perturbed. Therefore, the fields of temperatures and stresses are essentially inhomogeneous. The effect of the longitudinal reinforcements on the road strength is studied. It is established that to stabilize the system, the thermomechanical properties of the road materials and reinforcing bar should be compatible.

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Authors and Affiliations

  1. National Transport University, 1 M. Omelianovych-Pavlenko St., Kyiv, 01010, Ukraine

    V. I. Huliaiev & L. V. Shevchuk

  2. Kyiv National University of Construction and Architecture, 31 Povitroflotskyi Ave., Kyiv, 03037, Ukraine

    V. V. Haidaichuk

  3. Kyivavtodor Municipal Corporation, 6 P. Bolbochan, Kyiv, 01014, Ukraine

    O. O. Hustieliev

Authors
  1. V. I. Huliaiev
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  2. V. V. Haidaichuk
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  3. O. O. Hustieliev
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  4. L. V. Shevchuk
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Correspondence to V. I. Huliaiev.

Additional information

Translated from Prikladnaya Mekhanika, Vol. 57, No. 1, pp. 100–114, January–February 2021.

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Huliaiev, V.I., Haidaichuk, V.V., Hustieliev, O.O. et al. Thermal Stress State of Layered and Inhomogeneous Pavement. Int Appl Mech 57, 86–96 (2021). https://doi.org/10.1007/s10778-021-01057-7

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  • DOI: https://doi.org/10.1007/s10778-021-01057-7

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