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Comparison of Material Constitutive Models Used in FEA of Low Volume Roads

Authors: Ales Florian, Lenka Ševelová

Abstract:

Appropriate and progressive tool for analyzing behavior of low volume roads are probabilistic models used in reliability analyses. The necessary part of the probabilistic model is the deterministic model of structural behavior. The FE model of low volume roads is created in the ANSYS software. It is able to determine the state of stress and deformation in any point of the structure and thus generate data required for the reliability analysis. The paper compares two material constitutive models used for modeling of unbound non-homogenous materials used in low volume roads. The first model is linear elastic model according to Hook theory (H model), the second one is nonlinear elastic-plastic Drucker-Prager model (D-P model).

Keywords: FEA, Pavement, FEM, geotechnical materials, low volume roads, material constitutive models

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1088562

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References:


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