Abstract
A modelling concept is presented which covers the material behaviour of asphalt. Including evolutional terms in the constitutive equations for fatigue damage, the non-linear behaviour is described by a time-dependent model for visco-plastic material behaviour. The corresponding analysis of stresses and strains for an asphalt road structure applies the finite-element-method. In each iteration step the non-stationary temperature distribution is computed independently followed by the analysis for stresses and displacements.
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© 1994 Springer Science+Business Media Dordrecht
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Gartung, T. (1994). On Structural Analysis of Road Pavements. In: Kusters, G.M.A., Hendriks, M.A.N. (eds) DIANA Computational Mechanics ‘94. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-1046-4_11
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DOI: https://doi.org/10.1007/978-94-011-1046-4_11
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-4454-7
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