Towards Calculation of Anisotropic Constructive Elements with Elastic-Plastic Properties

Author:

Kartopoltsev V. M.1,Alekseev A. A.2,Paraev B. A.3

Affiliation:

1. OOO “DIAMOS”; Tomsk State University of Architecture and Building

2. Tomsk State University of Architecture and Building

3. Municipal Public Institution Deaprtment "Urban Economy and Forestry"

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.

Publisher

Tomsk State University of Architecture and Building

Reference20 articles.

1. Telegin M.A. Calculation Technique of Pavement on Orthotropic Plate of Steel Bridges. Dorogi i mosty. 2011; (26/2): 205. (In Russian)

2. Belyaev N.M. Resistance of Materials. Gostekhizdat, 1945. 750 p. (In Russian)

3. Katz A.M. Theory of Elasticity. Staint-Petersburg, 2002. 207 p. (In Russian)

4. Sneddon I.N., Berry D.S. Classical Theory of Elasticity. Moscow, 1961, 219 p. (Russian translation)

5. Regel V.R, Slutsker L.I., Tomashevsky E.E. Kinetic Nature of Strength of Solids. Moscow: Nauka, 1974. 560 p. (In Russian)

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